WQCS00060_Renewal (Application)_20221021

ROY COOPER Ailed ..?,t.+ 5.;
Governor ' �' '
ELIZABETH S.BISER `. ....;ri'
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
October 24, 2022
Johnston County Public Utilities
Attn: Chandra C. Farmer, Director of Utilities
PO Box 2263
Fayetteville NC 28303
Subject: Permit Renewal
Application No. WQCS00060
Johnston County Collection System
Johnston County
Dear Applicant:
The Water Quality Permitting Section acknowledges the October 21, 2022, receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's Non-discharge
permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deci.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerel
Yon
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 13B00 Barren Drive I Raleigh.North Carolina 27609
�u+�•A++ 919 7914200

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DEPARTMEMT OF PUBLIC UTILITIES
P'.. BOX 2263
SMITHFIELD, NC 27577
[phone]
October 14, 2022
NCDEQ— DWR
Water Quality Permitting Section RECEIVED
Municipal Permitting Unit
1617 Mail Service Center iCT 21 2022
Raleigh, NC 27699-1617
Re: Johnston County—WQCS00060
NCDEQIDWRINPDES
Wastewater Collection System Permit Renewal
To Whom It May Concern:
Please find enclosed the original application and two copies of the following information for
Johnston County's Wastewater Collection System Permit Renewal (WQCS00060)
• Completed and executed Form CSA 08-13 (application)
• Pump Station List
• High Priority Lines List
• Organization Chart
• Annual Wastewater (Approved by the Johnston County Board of Commissioners on June
30, 2022)
• Response Action Plan
• Contingency Plan
• Collection System Map
Please contact me at 919-989-5826 or [e-mail], if you have any
questions or need additional information.
Sincerely,
Chandra C. Farmer, PE
Director of Utilities
cc: Rick J. Hester
Eric A. Narron

CSA 04- 16
Permit Application

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTEWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16&SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System-wide Collection System Permitting website:
General — When submitting an application to the Municipal Permitting Unit, 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.
The Applicant shall submit one original and one copy of the application and supporting documentation.
The copy may be submitted in digital format.
A. Cover Letter
® Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
➢ The appropriate annual fee for systemwide wastewater collection system permits may be found at:
> Annual Non-Discharge Fees
C. System-Wide Wastewater Collection System (FORM: CSA 04-16)Application:
® Submit the completed and appropriately executed System-wide Wastewater Collection System(FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions,attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privately-Owned Public Utility, provide the Certificate of Public
Convenience and Necessity(CPCN)from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system, 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.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
> The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page 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).
➢ NOTE - Public Works Directors are not authorized to sign this permit application, according to the rule,
unless they are formally delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5

E. Summary of Attachments Required:
Instruction A: Cover Letter
® Instruction C: Application
❑ Instruction C: Ownership Documentation (i.e. CPCN) (If necessary)
El Instruction D: Delegation Letter(If necessary for signing official)
• Section IV.3 Pump Station List
• Section IV.4 High Priority Lines List
Section V.4 Annual Budget for Collection System (Updated and Approved)
® Section V.6 Capital Improvement Plan (Updated and Approved)
® Section VI.2 Response Action Plan
® Section VI.4 Contingency Plan
Section VL6 Comprehensive Collection System Map
❑ Section VII Note Any Potential Compliance Issues
THE COMPLETED APPLICATION PACKAGE,INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO:
NCDEQ-DWR
Water Quality Permitting Section
MUNICIPAL PERMITTING UNIT
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N.SALISBURY ST.Suite 925
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 2 of 5

I. APPLICANT INFORMATION:
1. Applicant's name(Municipality,Public Utility,etc):Johnston County
2. Facility Information: Name: Johnston County Collection System Permit No.:WQCS00060
3. Applicant type: ❑Municipal ❑ State ❑Privately-Owned Public Utility
® County ❑ Other:
4. Signature authority's name:Rick J.Hester per 15A NCAC 02T.0106(b)
Title:County Manager
5. Applicant's mailing address:PO Box 2263
City: Smithfield State:NC Zip:27577-3919
6. Applicant's contact information:
Phone number:[phone] Fax number: [phone] Email address: chandra.farmerajohnstonnc.com
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name: Chandra C.Farmer,PE
2. Title/Affiliation:Director of Utilities
3. Contact's mailing address:PO Box 2263
4. City: Smithfield State:NC Zip:27577-3919
5. Contact's information:
Phone number:[phone] Fax number: [phone] Email address:[e-mail]
[II. GENERAL REQUIREMENTS:
1. New Permit or Permit Renewal? ❑New ®Renewal
2. County System is located in: Johnston County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s): Johnston County—Central Johnston County Regional Wastewater Treatment Facility
Town of Benson—Town of Benson Wastewater Treatment Facility
4. WWTF Permit Number(s): Johnston County-NC0030716,Benson-NC0020389
5. What is the wastewater type? 84%Domestic or 15%Industrial*(See 15A NCAC 02T.0103(20))*Majority of industrial
flow is received from Town of Clayton retail customers into County's transmission/collection system for treatment.
Ij Is there a Pretreatment Program in effect?®Yes or❑No
6. Wastewater flow: 6.5 MGD(Average flow transmitted through collection/transmission system from County retail customers
and County bulk customers)
7. Combined permitted flow of all treatment plants:Average daily flow to CJCRWWTF=6.3 MGD(includes County's retail
collection system and wastewater received from bulk customer's collection systems);Approx.0.2 MGD from County's
collection system sent to Town of Benson WWTF
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or®Representative Data
9. Population served by the collection system: 8,500 retail sewer service connections(does not include population served by
bulk customers)
IV. COLLECTION SYSTEM INFORMATION:
APPLICATION CSA 04-16 Page 3 of 5

1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 141 (miles)
Force Main 153 (miles)
Vacuum Sewer N/A(miles)
Pressure Sewer N/A(miles)
2. Pump Stations for Collection System:
Pump Station Type Number
Simplex Pump Stations(Serving Single Building) 27
Simplex Pump Stations(Serving Multiple Buildings) N/A
Duplex Pump Stations 65
3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following
information:
> Pump Station Name
> Physical Location
> Alarm Type(i.e.audible,visual,telemetry,SCADA)
> Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service)
> Reliability Source(permanent/portable generator,portable pumps)
> Capacity of Station(Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T.0402(2)known to exist in the collection system. Head
the list with"Attachment A for Condition V(4)"and include the system name.
> Use the same line identification regularly used by the applicant
> Indicate type of high priority line(i.e. aerial),material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
See attached organizational chart
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Eric A.Narron Certification Number:987977
Back-Up ORC Name: James W.Davis Certification Number: 1005840
See the"WOCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $ 5 M
4. Submit a copy of your current annual budget. Budget submitted includes all County wastewater funds(treatment and
collection expenses:and bulk and retail revenues).
5. Approximate capital improvement budget for the collection system only: $2.275 M(does not include capital projects with
their own capital budget ordinance)
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system❑Yes or®No
8. Do any satellite systems discharge to this collection system❑Yes or®No(If yes complete table below)
APPLICATION CSA 04-16 Page 4 of 5

Satellite System Contact Information(Name,Address,Phone Number)
atSystems that have a flow or capacity greater than 200 000 GPD(Average dailyflow)
for Satellite p ty ( g
9. List any agreements or ordinances currently in place to address flows from satellite systems:N/A
VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place®Yes or❑No
2. If Yes,submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place?®Yes or❑No
4. If Yes,submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? ®Yes or❑No •
6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion
7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Current If no,Indicate a Typical
Permit Condition Compliance? Compliance Compliance
Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce ®Yes ❑No 12—18 mo.
I(5)— Grease inspection and enforcement program ®Yes []No 12— 18 mo.
I(6)—Three to five year current Capital Improvement Plan. ®Yes ❑No 12—18 mo.
I(8)—Pump station contingency plan ®Yes ❑No 3 mo.
I(9)—Pump station identification signs. ®Yes ❑No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. ®Yes ❑No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2nd pump is ®Yes ❑No 6—9 mo.
the spare if pump reliability is met).
II(7)—Accessible right-of-ways and easements. ®Yes ❑No 6— 12 mo.
11(9)—Response action plan with Items 9(a—h). ®Yes ❑No 3 mo.
I1I(3)—Comprehensive collection system map ®Yes ❑No 10%per year
For conditions not listed,compliance dates are not typically offered. List any permit conditions that maybe difficult for the
applicant to meet(attach clarification if needed): N/A
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I,Rick J.Hester,Johnston County Manager attest that this application for Johnston County Wastewater Collection System
(Signature Authority's Name&Title from Item I.4) (Facility name from Item I.1)
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 information and attachments are not included,this application package
will be returned to me as incomplete.
dote: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil pe allies up to$25,000 per violation.
Signature: Date: � — I / Z
APPLICATION CSA 04-16 Page 5 of 5

Pump Station List

Johnston County Wastewater Collection System
Major Wastewater Pump Stations
Station Name Lat Long Capacity(gpm) Alarm Type Reliability Source Pump Reliability
319 Park 35.52330 -78.55515 135 audible,visual,scada permanent 2
Adam's Point 35.58046 -78.58803 500 audible,visual,scada permanent 2 1
Airport 35.54396 -78.39570 180 audible,visual,scada permanent 2
Austin Pond 1 35.62142 -78.53022 744 audible,visual,scada permanent 2
Austin Pond 2 35.62447 -78.52504 80 audible,visual,scada permanent 2
Bayer/Grifols ECIA 35.62003 -78.41553 1050 audible,visual,scada permanent 4
Buffalo Creek 35.51847 -78.34464 2980 audible,visual,scada permanent 4
Clayton K-5 35.64755 -78.40464 450 audible,visual,scada permanent 2
Clearwater 35.57914 -78.32934 350 audible,visual,scada permanent 2
Cleveland K5 35.57733 -78.54307 200 audible,visual,scada permanent 2
Cleveland Springs 35.61414 -78.57752 300 audible,visual,scada permanent 2
Cornwallis Landing 35.63368 -78.55068 280 audible,visual,scada permanent 2
Dance Art 35.58772 -78.55695 80 audible,visual,scada permanent 2
Devils Racetrack 35.45103 -78.37612 100 audible,visual,scada permanent 2
D.O.T 35.56271 -78.33422 90 audible,visual,scada permanent 2
Dixon School 35.53169 -78.59368 80 audible,visual,scada permanent 2
Duchess Downs 35.59744 -78.58551 360 audible,visual,scada permanent 2
East Hampton 35.58132 -78.40546 80 audible,visual,scada permanent 2
East Point 35.60387 -78.55886 100 audible,visual,scada permanent 2
Four Oaks 35.46082 -78.42340 360 audible,visual,scada permanent 2
Girsberger 35.56304 -78.39205 80 audible,visual,scada permanent 2
Heritage Farm 35.57137 -78.55358 80 audible,visual,scada permanent 2 _
Holts Lake(sewer) 35.46769 -78.38271 300 audible,visual,scada permanent 2 _
Hunting Lodge 35.54809 -78.54042 1250 audible,visual,scada permanent 2
Island Creek 35.58749 -78.51848 100 audible,visual,scada permanent 2
Ives Landing 35.60131 -78.35230 322 audible,visual,scada permanent 2
Josephine 35.57546 -78.51218 2350 audible,visual,scada permanent 2
Knolls of the Neuse 35.61858 -78.35180 267 audible,visual,scada permanent 2
Landfill 35.52251 -78.43533 1340 audible,visual,scada permanent 2
Lockwood 35.59001 -78.35229 180 audible,visual,scada permanent 2
Lynch Rd 35.65920 -78.32672 90 audible,visual,scada permanent 2
Maycraft 35.46072 -78.38535 133 audible,visual,scada permanent 2
McGees 35.50919 -78.55880 180 audible,visual,scada permanent 2
Meadow 35.32025 -78.45242 180 audible,visual,scada permanent 2
Middle Creek 35.50752 -78.40237 80 audible,visual,scada permanent 2
Midstate Mills 35.58560 -78.36730 100 audible,visual,scada permanent 2
Mill Creek 35.59803 -78.35903 80 audible,visual,scada permanent 2
Monroe Rd 35.56114 -78.49515 276 audible,visual,scada permanent 2
Neuse River 35.48126 -78.37041 347 audible,visual,scada permanent 2
Norris Road School 35.57322 -78.47705 100 audible,visual,scada permanent 2
North Tech 35.61225 -78.41117 120 audible,visual,scada permanent 2
Northwest Middle School 35.70167 -78.36539 80 audible,visual,scada permanent 2
Old Mill Village 35.57423 -78.34942 137 audible,visual,scada permanent 2
Pine Level 35.51529 -78.24209 700 audible,visual,scada permanent 3
Poplar Creek 35.55707 -78.37943 _ 350 audible,visual,scada permanent 2
San Marino 35.64989 -78.38091 145 audible,visual,scada permanent 2
Selma 35.54052 -78.30453 2450 audible,visual,scada permanent 3
Southgate 35.60332 -78.56480 80 audible,visual,scada permanent 2
Spring Creek 35.56998 -78.54699 80 audible,visual,scada _ permanent 2
Steven Sausage 35.46197 -78.31811 80 audible,visual,scada permanent 2
Stewarts Knob 35.65780 -78.40567 200 audible,visual,scada permanent 2
Summerwinds 35.62158 -78.57392 200 audible,visual,scada permanent 2
Swift Creek Interceptor 35.60256 -78.53440 1225 audible,visual,scada permanent 2
Tetra 35.61893 -78.56802 400 audible,visual,scada permanent 2
The Point 35.56720 -78.49049 80 audible,visual,scada permanent 2
Tralee 35.56238 -78.36455 180 audible,visual,scada permanent 2
Tuscany 35.64637 -78.37470 425 audible,visual,scada permanent 2
Wellesley 35.55905 -78.52871 120 audible,visual,scada permanent 3
st Cleveland Elementary 35.59369 -78.56761 535 audible,visual,scada permanent 2
st Johnston High School 35.52509 -78.53451 80 audible,visual,scada permanent 2
Whitley Heights 35.55655 -78.38590 80 audible,visual,scada permanent 2
Wilders High School 35.72356 -78.34095 80 audible,visual,scada permanent 2
Wilson Mills 35.57505 -78.36045 500 audible,visual,scada permanent 2
Winston Point 35.63938 -78.51892 300 audible,visual,scada permanent 2

Attachment A for
Condition V( 4 )
High Priority Lines

Attachment A for Condition V(4)
Johnston County Wastewater Collection System
High Priority Lines
9/8/2022
Location Material Type
84 English Oak Lane (Twisted Oaks) DIP Aerial
74 Stone Wall Drive (Patriots Point) DIP Aerial
End of Farrington Drive (The Point) DIP Aerial
Southgate WW Station (Commerce Drive) DIP Aerial
Stewarts Knob Drive & End of Riverwood Drive DIP Aerial
42 Wild Wing Court (Broadmoor West) DIP Aerial
Behind 285 Shipwash Drive (Old Drugstore Business Park) DIP Aerial
p g
Field Trial Circle (Adams Point) DIP Aerial
278 Summerwinds Plantation Drive (Summerwinds Plantation) DIP Aerial
104 Tumeric Way (Summerwinds Plantation) DIP Aerial
364 Dando Street (Summerwinds Plantation) DIP Aerial
Technology Drive I40 Crossing (going to Tetra Station) DIP Crossing
Clayton K5 School (Castleberry Rd.) PVC Parallel
Buffalo Creek Outfall (Buffalo Creek Station) PVC Parallel
Neuse River Crossing (Hwy US 70— DOT force main) PVC Parallel
Neuse River Station Crossing (Hwy 301) HDPE Crossing
Winston Point Outfall (Winston Rd) PVC Parallel
White Oak Creek Crossing (beside Anna Place) DIP Crossing
Middle Creek Crossing (800 Crantock Rd) HDPE Crossing
Cleveland Springs Station (end of Davelyn Court) DIP Aerial
79 Waterpine Drive DIP Aerial
518 Rosewood Drive Crossing (Outfall beside Wallace Welding) HDPE Crossing
1000 East Huntley Street (WWTP) HDPE Crossing
3 Iroquois Court (Cleveland Bluffs) DIP Aerial
230 Chaney Drive (Spring Creek) DIP Aerial
Midstate Mills (5081 Wilson's Mills Road) DIP Aerial
Knolls of the Neuse Subdivision Outfall (entire) DIP Aerial
258 Mariposa Lane (Sierra Heights) DIP Aerial
22 Lockwood Drive PVC Crossing
139 Pea Island Circle (Island Creek) DIP Parallel
163 Aviary Court (Weston Woods) DIP Aerial
206 Sherrill Place Lane PVC Crossing
182 Stromness Path PVC Crossing

Organizational Chart

Johnston County Wastewater Collection System September 23,2022
Organizational Chart
Johnston County Board of
Commissioners
(7 Members)
County Manager
Director of Utilities
Water Transmission& Electrical Instrumentation Collection&Distribution
Distribution Manager Manager Systems Manager
Water Transmission Instrumentation
Supervisor Supervisor
8 Employees 4 Employees
Collection System Construction Utility Locators System Mechanics
Supervisor Supervisor (2 Employees) (2 Employees)
Collection System Construction Construction
Foreman Foreman Foreman
6 Employees 4 Employees 4 Employees

Section V . 4
Annual Wastewater
Budget

Public Utilities Budget Peri( nance
'I Fiscal Year to Date 07/01/22
4 ) Include Rollup Account and Rollup to Account
Adopted Budget Amended Current Month YTD YTD Budget-YTD %Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 68-Public Utilities-Waste Water
Department 7900-Public Utilities-Operations Util
REVENUE
33990 Fund Balance Appropriated 761,080.00 3,294,822.12 4,055,902.12 .00 .00 .00 4,055,902.12 0 .00
37925 Transfer from Other Funds .00 .00 .00 .00 .00 .00 .00 +++ 125,000.00
REVENUE TOTALS $761,080.00 $3,294,822.12 $4,055,902.12 $0.00 $0.00 $0.00 $4,055,902.12 0% $125,000.00
EXPENSE
0200 Salaries&Wages 197,500.00 .00 197,500.00 .00 .00 .00 197,500.00 0 117,823.01
0201 Longevity Pay 1,350.00 .00 1,350.00 .00 .00 .00 1,350.00 0 750.00
0210 Salaries Overtime 39,500.00 .00 39,500.00 .00 .00 .00 39,500.00 0 6,994.13
0501 Social Security 18,200.00 .00 18,200.00 .00 .00 .00 18,200.00 0 9,319.45
0600 Health Insurance 34,200.00 .00 34,200.00 .00 .00 .00 34,200.00 0 17,777.15
0610 Life Insurance 400.00 .00 400.00 .00 .00 .00 400.00 0 237.39
0620 125 Administration Fee 200.00 .00 200.00 .00 .00 .00 200.00 0 63.74
0700 Retirement 24,600.00 .00 24,600.00 .00 .00 .00 24,600.00 0 14,302.13
0701 401K 10,800.00 .00 10,800.00 .00 .00 .00 10,800.00 0 5,935.50
1600 M and R-Equipment 50,000.00 .00 50,000.00 .00 .00 .00 50,000.00 0 55,389.83
3300 Departmental Supplies 500.00 .00 500.00 .00 .00 .00 500.00 0 393.27
4420 Software Purchases .00 .00 .00 .00 .00 .00 .00 +++ 20,000.00
4500 Contract Services 125,000.00 21,333.04 146,333.04 .00 71,333.04 .00 75,000.00 49 40,966.96
5400 Insurance and Bonds 32,000.00 .00 32,000.00 .00 .00 .00 32,000.00 0 30,143.00
6100 Administrative Cost 377,415.00 .00 377,415.00 .00 .00 .00 377,415.00 0 331,079.00
7050 Non-Major Capital Assets 6,000.00 .00 6,000.00 .00 .00 .00 6,000.00 0 .00
7400 Capital Outlay .00 .00 .00 .00 .00 .00 .00 +++ 31,498.25
9023 Transfer to Other Funds .00 1,900,650.00 1,900,650.00 .00 .00 .00 1,900,650.00 0 2,506,000.00
9033 Debt Service 1,393,640.00 .00 1,393,640.00 .00 .00 .00 1,393,640.00 0 193,468.45
9135 Debt Service on 2020 LOBs 2,074,550.00 .00 2,074,550.00 .00 .00 .00 2,074,550.00 0 470,356.00
9145 Debt Service on W&S Revenue Bonds 894,765.00 .00 894,765.00 .00 .00 .00 894,765.00 0 760,548.13
EXPENSE TOTALS $5,280,620.00 $1,921,983.04 $7,202,603.04 $0.00 $71,333.04 $0.00 $7,131,270.00 1% $4,613,045.39
Department 7900-Public Utilities-Operations Util Totals ($4,519,540.00) $1,372,839.08 ($3,146,700.92) $0.00 ($71,333.04) $0.00 ($3,075,367.88) 2% ($4,488,045.39)
Run by Sandy Mills on 09/26/2022 05:30:32 PM Page 1 of 7

t Public Utilities Budget Perk nance
04' - ��1 Fiscal Year to Date 07/01/22
J Include Rollup Account and Rollup to Account
',t rs cif
'•ice•. '✓,'rI,i
Adopted Budget Amended Current Month YTD YTD Budget-YTD %Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 68-Public Utilities-Waste Water
Department 7910-Public Utilities-Wastewater Trea
REVENUE
36175 Septic Tank Dumping and Other 250,000.00 .00 250,000.00 .00 .00 .00 250,000.00 0 212,111.25
36179 Wholesale-Wastewater 9,240,000.00 .00 9,240,000.00 .00 .00 .00 9,240,000.00 0 8,069,147.24
36180 Clayton Pump Station Fees 10,000.00 .00 10,000.00 .00 .00 .00 10,000.00 0 .00
36211 Leachate Revenue 35,000.00 .00 35,000.00 .00 .00 .00 35,000.00 0 37,382.99
37900 Investment Income .00 .00 .00 .00 .00 .00 .00 +++ 28,761.52
REVENUE TOTALS $9,535,000.00 $0.00 $9,535,000.00 $0.00 $0.00 $0.00 $9,535,000.00 0% $8,347,403.00
EXPENSE
0200 Salaries&Wages 763,300.00 .00 763,300.00 .00 .00 .00 763,300.00 0 601,314.25
0201 Longevity Pay 11,500.00 .00 11,500.00 .00 .00 .00 11,500.00 0 10,300.00
0210 Salaries Overtime 134,600.00 .00 134,600.00 .00 .00 .00 134,600.00 0 52,477.81
0501 Social Security 69,600.00 .00 69,600.00 .00 .00 .00 69,600.00 0 48,307.64
0600 Health Insurance 137,000.00 .00 137,000.00 .00 .00 .00 137,000.00 0 93,505.97
0610 Life Insurance 1,500.00 .00 1,500.00 .00 .00 .00 1,500.00 0 1,211.12
0620 125 Administration Fee 800.00 .00 800.00 .00 .00 .00 800.00 0 11.00
0700 Retirement 93,700.00 .00 93,700.00 .00 .00 .00 93,700.00 0 75,434.51
0701 401K 41,000.00 .00 41,000.00 .00 .00 .00 41,000.00 0 30,915.41
1100 Telephone 4,000.00 .00 4,000.00 .00 .00 .00 4,000.00 0 3,478.07
1300 Utilities 515,000.00 .00 515,000.00 .00 .00 .00 515,000.00 0 419,700.00
1400 Travel 1,500.00 .00 1,500.00 .00 .00 .00 1,500.00 0 .00
1410 Employee Training 3,000.00 .00 3,000.00 .00 .00 .00 3,000.00 0 2,710.48
1500 Building&Grounds 5,000.00 .00 5,000.00 .00 .00 .00 5,000.00 0 3,884.56
1600 M and R-Equipment 741,500.00 (28,359.20) 713,140.80 .00 21,640.80 .00 691,500.00 3 599,606.66
1700 Vehicles 80,000.00 .00 80,000.00 .00 .00 .00 80,000.00 0 62,608.44
2111 Copy Machine Lease 4,500.00 .00 4,500.00 .00 .00 .00 4,500.00 0 1,575.72
3100 Fuels 160,000.00 .00 160,000.00 .00 .00 .00 160,000.00 0 81,203.83
3200 Office Supplies 4,000.00 .00 4,000.00 .00 .00 .00 4,000.00 0 3,840.57
3300 Departmental Supplies 8,000.00 .00 8,000.00 .00 .00 .00 8,000.00 0 7,985.13
3311 Chemicals 560,000.00 .00 560,000.00 .00 .00 .00 560,000.00 0 547,325.84
3312 Safety Supplies 7,500.00 .00 7,500.00 .00 .00 .00 7,500.00 0 3,936.71
3426 Special Fees 27,000.00 .00 27,000.00 .00 .00 .00 27,000.00 0 21,381.65
3450 Landfill Fees 750,000.00 .00 750,000.00 .00 .00 .00 750,000.00 0 836,950.71
3600 Uniforms 8,900.00 .00 8,900.00 .00 .00 .00 8,900.00 0 7,717.14
4500 Contract Services 200,000.00 23,826.25 223,826.25 .00 98,826.25 .00 125,000.00 44 58,203.75
4575 Contract-Temp Agencies 20,000.00 .00 20,000.00 .00 .00 .00 20,000.00 0 4,252.50
5305 Dues and Subscriptions 4,000.00 .00 4,000.00 .00 .00 .00 4,000.00 0 1,544.00
5400 Insurance and Bonds 104,000.00 .00 104,000.00 .00 .00 .00 104,000.00 0 103,358.50
5420 Unemployment Compensation 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 .00
7050 Non-Major Capital Assets 2,500.00 .00 2,500.00 .00 .00 .00 2,500.00 0 3,442.21
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.,-4=-0-' Public Utilities Budget Perft nance
(� 1 ,, Fiscal Year to Date 07/01/22
)
Include Rollup Account and Rollup to Account
Adopted Budget Amended Current Month YTD YTD Budget-YTD %Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 68-Public Utilities-Waste Water
Department 7910-Public Utilities-Wastewater Trea
EXPENSE
7400 Capital Outlay 160,500.00 57,222.00 217,722.00 .00 57,222.00 .00 160,500.00 26 85,047.32
EXPENSE TOTALS $4,624,900.00 $52,689.05 $4,677,589.05 $0.00 $177,689.05 $0.00 $4,499,900.00 4% $3,773,231.50
Department 7910-Public Utilities-Wastewater Trea Totals $4,910,100.00 ($52,689.05) $4,857,410.95 $0.00 ($177,689.05) $0.00 $5,035,100.00 -4% $4,574,171.50
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°" Public Utilities Budget Perfh nance
t, Fiscal Year to Date 07/01/22
-• �gik� Include Rollup Account and Rollup to Account
rf;s,n-s ,
Adopted Budget Amended Current Month YTD YTD Budget-YTD %Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 68-Public Utilities-Waste Water
Department 7920-Public Utilities-Wastewater Tran
REVENUE
32509 Insurance Recovery .00 .00 .00 .00 .00 .00 .00 +++ 28,347.01
33099 Miscellaneous Revenue .00 .00 .00 .00 .00 .00 .00 +++ 37,787.27
REVENUE TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 +++ $66,134.28
EXPENSE
0200 Salaries&Wages 687,950.00 .00 687,950.00 .00 .00 .00 687,950.00 0 587,783.01
0201 Longevity Pay 6,400.00 .00 6,400.00 .00 .00 .00 6,400.00 0 5,100.00
0210 Salaries Overtime 117,400.00 .00 117,400.00 .00 .00 .00 117,400.00 0 89,396.56
0501 Social Security 62,000.00 .00 62,000.00 .00 .00 .00 62,000.00 0 51,367.41
0600 Health Insurance 137,000.00 .00 137,000.00 .00 .00 .00 137,000.00 0 114,108.47
0610 Life Insurance 1,400.00 .00 1,400.00 .00 .00 .00 1,400.00 0 1,196.10
0620 125 Administration Fee 700.00 .00 700.00 .00 .00 .00 700.00 0 .00
0700 Retirement 83,600.00 .00 83,600.00 .00 .00 .00 83,600.00 0 77,711.66
0701 401K 36,500.00 .00 36,500.00 .00 .00 .00 36,500.00 0 29,973.56
1100 Telephone 1,300.00 .00 1,300.00 .00 .00 .00 1,300.00 0 755.74
1300 Utilities 450,000.00 .00 450,000.00 .00 .00 .00 450,000.00 0 404,970.38
1400 Travel 1,500.00 .00 1,500.00 .00 .00 .00 1,500.00 0 30.61
1410 Employee Training 1,500.00 .00 1,500.00 .00 .00 .00 1,500.00 0 700.00
1600 M and R-Equipment 675,000.00 1,546.63 676,546.63 .00 1,546.63 .00 675,000.00 0 719,697.25
1700 Vehicles 30,000.00 .00 30,000.00 .00 .00 .00 30,000.00 0 22,953.19
3100 Fuels 33,000.00 .00 33,000.00 .00 .00 .00 33,000.00 0 22,593.34
3200 Office Supplies 500.00 .00 500.00 .00 .00 .00 500.00 0 .00
3300 Departmental Supplies 500.00 .00 500.00 .00 .00 .00 500.00 0 .00
3311 Chemicals 170,000.00 .00 170,000.00 .00 .00 .00 170,000.00 0 91,550.10
3312 Safety Supplies 1,300.00 .00 1,300.00 .00 .00 .00 1,300.00 0 996.56
3600 Uniforms 3,000.00 .00 3,000.00 .00 .00 .00 3,000.00 0 3,495.91
4500 Contract Services 90,000.00 .00 90,000.00 .00 .00 .00 90,000.00 0 .00
5305 Dues and Subscriptions 2,000.00 .00 2,000.00 .00 .00 .00 2,000.00 0 857.62
5400 Insurance and Bonds 103,500.00 .00 103,500.00 .00 .00 .00 103,500.00 0 103,358.50
5420 Unemployment Compensation 100.00 .00 100.00 .00 .00 .00 100.00 0 .00
7400 Capital Outlay 3,225,000.00 (90,479.38) 3,134,520.62 .00 859,520.62 .00 2,275,000.00 27 295,454.64
EXPENSE TOTALS $5,921,150.00 ($88,932.75) $5,832,217.25 $0.00 $861,067.25 $0.00 $4,971,150.00 150/0 $2,624,050.61
Department 7920-Public Utilities-Wastewater Tran Totals ($5,921,150.00) $88,932.75 ($5,832,217.25) $0.00 ($861,067.25) $0.00 ($4,971,150.00) 15% ($2,557,916.33)
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°rit. Public Utilities Budget Perft nance
'' lir ' Fiscal Year to Date 07/01/22
,rsi'a I
Include Rollup Account and Rollup to Account
Adopted Budget Amended Current Month YTD YTD Budget-YTD %Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 68-Public Utilities-Waste Water
Department 7950-Public Utilities-Wastewater Lab
REVENUE
36197 Pretreatment Fees 10,000.00 .00 10,000.00 .00 .00 .00 10,000.00 0 8,420.00
REVENUE TOTALS $10,000.00 $0.00 $10,000.00 $0.00 $0.00 $0.00 $10,000.00 0% $8,420.00
EXPENSE
0200 Salaries&Wages 146,250.00 .00 146,250.00 .00 .00 .00 146,250.00 0 128,488.04
0201 Longevity Pay 4,300.00 .00 4,300.00 .00 .00 .00 4,300.00 0 4,100.00
0210 Salaries Overtime 8,000.00 .00 8,000.00 .00 .00 .00 8,000.00 0 2,542.77
0501 Social Security 12,200.00 .00 12,200.00 .00 .00 .00 12,200.00 0 9,573.79
0600 Health Insurance 19,600.00 .00 19,600.00 .00 .00 .00 19,600.00 0 17,985.43
0610 Life Insurance 300.00 .00 300.00 .00 .00 .00 300.00 0 273.55
0620 125 Administration Fee 200.00 .00 200.00 .00 .00 .00 200.00 0 65.02
0700 Retirement 16,400.00 .00 16,400.00 .00 .00 .00 16,400.00 0 15,391.39 1
0701 401K 7,100.00 .00 7,100.00 .00 .00 .00 7,100.00 0 2,970.92
1100 Telephone 650.00 .00 650.00 .00 .00 .00 650.00 0 445.74
1400 Travel 500.00 .00 500.00 .00 .00 .00 500.00 0 .00
3200 Office Supplies 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 365.83
3300 Departmental Supplies 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 348.30
3310 Lab Supplies 35,000.00 4,833.57 39,833.57 .00 4,833.57 .00 35,000.00 12 28,437.45
3320 Lab Services 26,000.00 .00 26,000.00 .00 .00 .00 26,000.00 0 15,604.54
3426 Special Fees 3,500.00 .00 3,500.00 .00 .00 .00 3,500.00 0 1,750.00
3600 Uniforms 500.00 .00 500.00 .00 .00 .00 500.00 0 283.93
5305 Dues and Subscriptions 310.00 .00 310.00 .00 .00 .00 310.00 0 .00
EXPENSE TOTALS $282,810.00 $4,833.57 $287,643.57 $0.00 $4,833.57 $0.00 $282,810.00 2% $228,626.70
Department 7950-Public Utilities-Wastewater Lab Totals ($272,810.00) ($4,833.57) ($277,643.57) $0.00 ($4,833.57) $0.00 ($272,810.00) 2% ($220,206.70)
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` �°� 4 Public Utilities Budget Perk Hance
airFiscal Year to Date 07/01/22
-- i Include Rollup Account and Rollup to Account
4 Adopted Budget Amended Current Month YTD YTD Budget-YTD %Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 68-Public Utilities-Waste Water
Department 7970-Public Utilities-Retail Sewer
REVENUE
32509 Insurance Recovery .00 .00 .00 .00 .00 .00 .00 +++ 24,132.34
36177 Retail Sewer Sales 6,300,000.00 .00 6,300,000.00 .00 .00 .00 6,300,000.00 0 5,074,456.35
36178 Sewer Tap Fees .00 .00 .00 .00 .00 .00 .00 +++ 2,200.00
36240 System Development Fees 1,500,000.00 .00 1,500,000.00 .00 .00 .00 1,500,000.00 0 1,089,591.90
REVENUE TOTALS $7,800,000.00 $0.00 $7,800,000.00 $0.00 $0.00 $0.00 $7,800,000.00 0% $6,190,380.59
EXPENSE
0200 Salaries&Wages 245,700.00 .00 245,700.00 .00 .00 .00 245,700.00 0 121,569.31
0201 Longevity Pay 2,400.00 .00 2,400.00 .00 .00 .00 2,400.00 0 1,800.00
0210 Salaries Overtime 49,000.00 .00 49,000.00 .00 .00 .00 49,000.00 0 17,609.67
0501 Social Security 22,800.00 .00 22,800.00 .00 .00 .00 22,800.00 0 10,023.14
0600 Health Insurance 58,800.00 .00 58,800.00 .00 .00 .00 58,800.00 0 23,662.74
0610 Life Insurance 500.00 .00 500.00 .00 .00 .00 500.00 0 244.79
0620 125 Administration Fee 300.00 .00 300.00 .00 .00 .00 300.00 0 108.75
0700 Retirement 30,700.00 .00 30,700.00 .00 .00 .00 30,700.00 0 16,057.50
0701 401K 13,500.00 .00 13,500.00 .00 .00 .00 13,500.00 0 3,811.37
1100 Telephone 900.00 .00 900.00 .00 .00 .00 900.00 0 968.33
1600 M and R-Equipment 90,000.00 .00 90,000.00 .00 .00 .00 90,000.00 0 12,058.56
1700 Vehicles 20,000.00 752.00 20,752.00 .00 752.00 .00 20,000.00 4 21,829.89
3100 Fuels 15,000.00 .00 15,000.00 .00 .00 .00 15,000.00 0 723.11
3300 Departmental Supplies 1,500.00 .00 1,500.00 .00 .00 .00 1,500.00 0 999.98
4420 Software Purchases 85,000.00 4,592.00 89,592.00 .00 4,592.00 .00 85,000.00 5 29,719.39
4495 Transfer Sewer Base-Wilson's Mills 150,000.00 .00 150,000.00 .00 .00 .00 150,000.00 0 164,420.00
4500 Contract Services 50,000.00 1,596.00 51,596.00 .00 1,596.00 .00 50,000.00 3 7,723.00
4517 Bank Card Expense 150,000.00 .00 150,000.00 .00 .00 .00 150,000.00 0 240,142.38
4528 Sewer Purchase-Clayton 250,000.00 .00 250,000.00 .00 .00 .00 250,000.00 0 232,668.01
4575 Contract-Temp Agencies 6,500.00 .00 6,500.00 .00 .00 .00 6,500.00 0 8,181.00
7050 Non-Major Capital Assets 4,000.00 .00 4,000.00 .00 .00 .00 4,000.00 0 .00
7400 Capital Outlay 750,000.00 (138,418.00) 611,582.00 .00 61,582.00 .00 550,000.00 10 34,440.45
9116 Transfer to SDF Capital Reserve Fund .00 1,500,000.00 1,500,000.00 .00 .00 .00 1,500,000.00 0 1,089,591.90
EXPENSE TOTALS $1,996,600.00 $1,368,522.00 $3,365,122.00 $0.00 $68,522.00 $0.00 $3,296,600.00 2% $2,038,353.27
Department 7970-Public Utilities-Retail Sewer Totals $5,803,400.00 ($1,368,522.00) $4,434,878.00 $0.00 ($68,522.00) $0.00 $4,503,400.00 -2% $4,152,027.32
Fund 68-Public Utilities-Waste Water Totals
REVENUE TOTALS 18,106,080.00 3,294,822.12 21,400,902.12 .00 .00 .00 21,400,902.12 0% 14,737,337.87
EXPENSE TOTALS 18,106,080.00 3,259,094.91 21,365,174.91 .00 1,183,444.91 .00 20,181,730.00 6% 13,277,307.47
Fund 68-Public Utilities-Waste Water Totals $0.00 $35,727.21 $35,727.21 $0.00 ($1,183,444.91) $0.00 $1,219,172.12 $1,460,030.40
Grand Totals
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' Public Utilities Budget Perk lance
JA�=
r"A ,e ;- IA ti Fiscal Year to Date 07/01/22
1 Include Rollup Account and Rollup to Account
w REVENUE TOTALS 18,106,080.00 3,294,822.12 21,400,902.12 .00 .00 .00 21,400,902.12 0% 14,737,337.87
EXPENSE TOTALS 18,106,080.00 3,259,094.91 21,365,174.91 .00 1,183,444.91 .00 20,181,730.00 6% 13,277,307.47
Grand Totals $0.00 $35,727.21 $35,727.21 $0.00 ($1,183,444.91) $0.00 $1,219,172.12 $1,460,030.40
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1
2022 Capital
Improvement Plan
1
1
Adopted June 30, 2022
(CIP Exhibits not Included)

74101511rnt-e-N-i.
JOT
4 `
e1
2022 CAPITAL
IMPROVEMENTSPREPARED FOR THE JOHNSTON COUNTY
BOARD OF COMMISSIONERS
PLANR.S. "Butch" Lawter, Jr., Chairman
Patrick E. Harris, Vice Chairman
Tony Braswell
Public Utilities Department Ted G. Godwin
Fred J. Smith, Jr,
Richard D. Braswell
April Stephens
Rick J. Hester, County Manager
MARCH 2022

Johnston County Department of Public Utilities
Mission Statement
'To provide the citizens of Johnston County efficient, affordable, friendly services of:
Water Supply
Wastewater Collection and Treatment
Reclaimed Water
Stormwater Management(Regulatory)
Sediment and Erosion Control
Buffer Regulation Program

Table of Contents
Executive Summary
Tab 1— Background Information
Tab 2—Growth Projections
Tab 3—Water Distribution
Tab 4—Water Supply
Tab 5—Wastewater Collection
Tab 6—Wastewater Treatment
Tab 7—Reclaimed Water Distribution
Tab 8—Financial Analysis
Tab 9—Public Hearing and Board of Commissioners Meeting Minutes

Glossary of Terms
ARPA-American Rescue Plan Act, funds allocated to States for Covid-19 recovery
efforts.
BPS—Booster Pump Station
CIP—Capital Improvements Plan
CWSRF—Clean Water State Revolving Fund, an EPA program administered by the
Division of Water Infrastructure, North Carolina Department of Environment Quality
DBP—Disinfection byproduct- Disinfection byproducts (DBPs)form when
disinfectants used to treat drinking water react with naturally occurring organic
materials in the water (e.g., decomposing plant material). These byproducts, if
consumed in excess of EPA's standard over many years, may lead to increased
health risks.
DWI — Division of Water Infrastructure,the funding arm of NC Department of
Environment Quality
DWSRF— Drinking Water State Revolving Fund, an EPA program administered by the
Division of Water Infrastructure, North Carolina Department of Environment Quality
EDA— Economic Development Administration, a federal loan and grant program
EPA—United States Environmental Protection Agency, administers the Clean Water
Act (CWA) and the Safe Drinking Water Act (SDWA)
GPM—Gallons per Minute

Inch-Mile—the number of miles of gravity sewer in each diameter multiplied by the
diameter in inches and totaled
LCRR—Lead &Copper Rule Revision, a major revision to the Lead & Copper adopted
by EPA and effective December 2021
LF—Linear Feet
NC DEQ—North Carolina Department of Environment Quality
MGD—Million Gallons per Day
NC DWI—North Carolina Division of Water Infrastructure, NC DENR—Administers
various State and Federal funding programs
NC DENR-North Carolina Department of Environment and Natural Resources
NPDES—National Pollutant Discharge Elimination System, a federal permitting
program that regulates the discharge of treated wastewater into the nation's waters
PFOS/PFOA—Perfluorooctane Sulfonate/Perfluorooctanoic Acid—a group of
manufactured chemical compounds used since the 1940s in such things as fire and
stain retardants on household textiles, non-stick cookware,fire fighting materials,
food packaging, personal care products, and cleaning products. They are ubiquitous
in our environment and make it into our drinking water and our wastewater. They
are known to have adverse health effects on a number of human systems. An EPA
rule establishing drinking water limits is expected to be finalized in the Fall of 2023.
Regulations for biosolids and ambient water quality are expected be released in the
fall of 2024.

PWS and PWSS— Public Water Supply Section of the Division of Water Resources,
NC Department of Environment Quality
RCW- Reclaimed Water— highly treated wastewater effluent utilized for beneficial
uses in lieu of drinking and environmental water sources, such as irrigation,fire
protection,toilet flushing,g, and cooling
USDA RD- United States Department of Agriculture Rural Development Service, a
federal loan and grant program
WTP—Water Treatment Plant
WWPS—Wastewater Pump Station
WWTF—Wastewater Treatment Facility

List of Source Studies
Johnston County Public Utilities 2017 Capital Improvements Plan by Johnston
County Public Utilities
Johnston County Water Demand Projections, 2021
Johnston County Sewer Demand Projections, 2021
Johnston County Local Water Supply Plan, 2020
Regional Biosolids Management Evaluations Final Report, March 2012
2018 Update to the Johnston County Water Distribution Planning Document by
Hazen and Sawyer, Final Report
Engineering Report Update—Johnston County Regional Wastewater Treatment
Facility, by Hazen and Sawyer, March 2020(Revised)
Basis of Design Report—Johnston County Department of Public Utilities Landfill
Wastewater Equalization Pretreatment Study, November 1, 2018
Johnston County's Water System Emergency Response Plan in Compliance with the
America's Water Infrastructure Act of 2018, By Dewberry Engineers, Certified
September 29, 2020
Johnston County's Source Water Resiliency and Response Plan, By Dewberry
Engineers, Certified September 30, 2020

Johnston County Water&Sewer Rate Study and SDF Fee Calculation Update by
Willdan Financial Services Workpapers, February 17, 2021
FeasibilityReport for the Countyof Johnston Water&Sewer System Revenue
p Y
Bonds, Series 2021, by Wildan Financial Services, August 3, 2021
2021-22 Draft Johnston County Long Range Water Supply Plan by Hazen and Sawyer

Executive Summary
The goal of this capital improvements plan is to present a detailed strategic long-term guide for
implementing water and wastewater system improvements to meet the County's needs throughout a
twenty-year planning period. The County assembled the plan with information from a variety of reports
as listed in the "List of Source Studies". The plan projects the impact of the proposed improvements on
the twenty-year budget outlook used in recommending recent rate increases.The County should re-
evaluate and update this capital improvements plan periodically to adjust to changing system needs,
technologies, and construction costs.
The Johnston County Board of Commissioners adopted the last plan on September 5, 2017. Capital
improvement plans should be updated every one to five years. The County has seen remarkable
changes since the last plan was adopted five years ago such as record setting population growth,
extreme weather, high construction cost volatility, and new regulations.
Johnston County experienced a 27.9%growth in population between 2010 and 2020, according to the
latest release of data by the US Census Bureau, earning the County the title of fastest growing county in
the State. This growth has depleted the County's excess water and sewer capacity.
During October 2016, Hurricane Matthew caused significant flooding in Johnston County, including
completely inundating the County's Regional Wastewater Treatment Facility. The County's plan to
expand wastewater capacity on-site was called into question. After a study of the increasing floodplain
boundaries near the existing plant,the County developed a new plan to move the facility in phases to a
new site adjacent to the County's Landfill. This plan to relocate the plant impacts the County's
wastewater collection system's planned improvements as well.
Construction costs increased substantially since the 2017 report. As of the start of 2022, non-residential
building construction cost indices have risen an average of 20 percentage points over the five year
period. A large portion of that increase occurred in the last two years. Variations of cost increases by
material have been great as demand outpaced supply in several key areas. (2021 Construction
Inflation—Update Feb' 22—Construction Analytics—Economics Behind the Headlines
(edzarenski.com/2021/02/26/2021-construction-inflation-el)
Johnston County Public Utilities Executive Summary - 1
2022 Capital Improvements Plan

New regulations (S.L. 2018-34) related to system development fees (SDFs) makes having an up-to-date
and comprehensive capital improvement plan imperative. Utilities use capital improvement plans to
predict the cost of adding new capacity to a system.The utility can use this data to adopt SDFs to ensure
growth pays for growth to the extent possible within the system.
Johnston County Public Utilities completed current and future wastewater demand analyses. Hazen
and Sawyer is currently working with the County on a long term water supply plan. As part of that
effort,they updated the County's predicted water system demand for the next 40 years. County staff
used the near-term projections to update the County's water model and recommend capital projects.
Using projected demands, modeling results and staff inputs, a list of necessary capital improvement
projects was developed in four categories—water supply, water distribution,wastewater treatment and
wastewater collection. Reclaimed water improvements are included in the wastewater collection
category. Capital project needs for the Public Utilities Department in estimated at$688,360,400 over
the twenty-year planning period and is summarized below in 5 year increments.
Estimated Improvement Costs
FY Time Water Water Wastewater Wastewater
Frame Supply Distribution Treatment Collection/RCW TOTAL
2022-2026 $45,180,000 $40,930,600 $59,594,800 $41,242,000 $186,947,400
2027-2031 $181,010,000 $13,493,000 $1,850,000 $12,800,000 $209,153,000
2032-2036 $97,675,000 $6,000,000 $30,850,000 $6,050,000 $140,575,000
2037-2042 $76,445,000 $5,690,000 $61,550,000 $8,000,000 $151,685,000
TOTAL $400,310,000 $66,113,600 $153,844,800 $68,092,000 $688,360,400
The County will pursue outside funding as well as increase user charges periodically in order to fund the
proposed projects without over-burdening the customer base. The County will continue to partner with
the NC Division of Water Infrastructure (NC DWI)to the extent possible to fund the County's
infrastructure needs. NC DWI administers the State Revolving Programby Loan funded EPA as well as
exciting new opportunities made possible by the American Rescue Plan Act and the Infrastructure
Investment and Jobs Act, both adopted in 2021. In 2021,the County's Public Utilities Department issued
their first revenue bonds to fund a suite of water and sewer projects. The department's initial bond
rating was strong (AA+ by S&P Global and Aa2 by Moody's Investors Service), allowing the County to take
advantage of historically low bond interest rates.
Johnston County Public Utilities Executive Summary - 2
2022 Capital Improvements Plan

The historic investment in infrastructure could not come at a better time for the County. Since large
sections of the County's existing infrastructure are reaching their designed capacity,the County needs
major investments in water and sewer infrastructure within the next five years. Over half of the proposed
project cost is concentrated in the first five years of the plan. Finding long term financing for these
projects allows a model where growth better pays for growth. System development fees from new
development and capacity fees from bulk customers are collected when the flow is ready to be sent to
the County. However, capacity has to be available before the flow arrives, leaving the County to leverage
those costs until the fees can be collected. Grants and low interest, long term financing are a critical way
for the County to limit the financial stress of the cost of capacity building projects for existing customers.
A model created by Willdan Financial Services gives the County a critical tool to effectively plan future
rate increases. Creative financing and rate increases will both be necessary to meet the growing needs in
the County's water and sewer systems. Tab 8 includes the most recent rate model results.
Recent County initiatives, such as the update to the Land Use Plan and the Utility Regionalization Study,
may lead to plan revisions. In addition,the County may need to add projects in the future to meet the
new Lead &Copper Rule Revision, the American Infrastructure Act,the upcoming PFAS/PFOA
regulations, and other potential new regulations.
This report is divided into tabs, each with a specific focus,to allow the reader to skip to a section of
interest as needed.
Johnston County Public Utilities Executive Summary - 3
2022 Capital Improvements Plan

TAB 1
Background
Information

TAB 1 — Background Information
Description of Project Area
Land Area Configurations
Johnston County lies in central North Carolina in the transition zone between the Piedmont Plateau and
the Coastal Plain. It shares borders with Wake, Harnett, Sampson, Wayne, Wilson, Nash and Franklin
Counties. The Neuse River travels diagonally across the County from north to southeast and is its most
prominent water way.
The County is cross-sectioned by 1-95, US 70, US 301,and 1-40. Major State roadways crossing the
County are NC 42, NC 210, NC 50, NC 39, NC 231, NC 222, NC 242 and NC 96. Both CSX and Norfolk
Southern have railways crossing the County.
Municipalities
The County includes eleven municipalities: Archer Lodge, Clayton,Wilson's Mills, Smithfield, Four Oaks,
Selma, Pine Level, Benson, Micro, Princeton, and Kenly.The County seat is Smithfield.
Government
The County is governed by a duly elected seven member Board of Commissioners. The Board employs a
County Manager to oversee daily operations of its departments and carry out policy set by the Board.
The services described in this Capital Improvement Plan are all within the responsibilities of the
Department of Public Utilities.
Department of Public Utilities Organization
Johnston County Department of Public Utilities manages the water, wastewater, reclaimed water, and
heavy utility maintenance and light utility construction needs of the County. The department is headed
Johnston County Public Utilities Tab 1- 1
2022 Capital Improvements Plan

by the Director of Utilities, Chandra Farmer. The Director of Utilities role is a department head position
appointed by the County Manager.
Under the Director are a deputy director and managerial positions for water and wastewater treatment,
construction and maintenance, water distribution, electrical and control systems, customer service,
utility construction, and engineering. The Public Utilities Department currently has 94 active positions
supporting a wide variety of roles. The County's Finance Department oversees the accounting for the
Public Utilities Department and the County Attorney provides legal services.
The Public Utilities department is budgeted under a collection of enterprise funds maintained separately
from the County's general fund budget. Operation and maintenance are funded entirely through user
fees. Capital improvements are funded through user fees, SDF fees, loans, bonds, and grants.
Demographics
Johnston County's growth rate of 27.9% between 2010 and 2020 earned the title of fastest growing
county in the State, according to the latest release of data for redistricting by the US Census Bureau.
The report indicates that Johnston County had 215,999 residents at the time of the 2020 census.
Johnston County has a high percentage of young people, and only 74.1 percent of residents are 18 years
of age and older.
The US Census Bureau Quick Facts from July 1, 2019 estimate that there are 68,968 households in the
County with an average of 2.83 persons per household. The Median Household Income (MHI)was
estimated at$59,865 with 12.5 percent of residents living in poverty.
Johnston County Public Utilities Tab 1- 2
2022 Capital Improvements Plan

Johnston County has a diversity index of 55%. The census data provides the following breakdown:
Johnston County, North Carolina
2020
Diversity Index: 55.0%
Percentage of Total Population
Wh°te alone,
not Hispanic or Latino
Black or African American alone, .
not Hapanic or Latino
American Indian and Alaska Native alone,
not H panic of Latino
Q.4%
Asian alone,
not Hispanic or Latino
0.8%
Native Hawaiian and Other Par 'icc
0.0%
Islander atone,not Hispanic or Latino
Some Other Race alone,
0.4%
not Hbspanic or Latino
Two or More Races.
not Hispanic or Latino
Hispanic or Latino . 1.5.9'%
(https://www.census.gov/library/stories/state-by-state/north-carolina-population-change-
between-census-decade.html, October 25, 2021)
Description of Existing Facilities
General Status
Water System
Johnston County provides potable water supply to sixteen water districts, and the Towns of Clayton,
Wilson's Mills, Archer Lodge, Kenly, Princeton, and Four Oaks. The County provides supplemental
supply to the Towns of Selma, Pine Level, Micro, Benson, Smithfield, and Fuquay-Varina (in Wake
County). In addition to supply from its WTP,the county purchases water for distribution to its
customers from the Town of Smithfield, Harnett County,Wayne County Sanitary Districts,the City of
Wilson, Sampson County, and, under emergency conditions,the Town of Benson and the City of Raleigh.
The County entered into a contract to soon purchase regular daily supply from the City of Raleigh.
Johnston County Public Utilities Tab 1- 3
2022 Capital Improvements Plan

The County's Water Treatment Plant(WTP) is centrally located in Wilson's Mills. Its source is the Neuse
River. The intake and treatment facility are located one half mile east of the Town of Wilson's Mills.
There are two reservoirs on site. Each reservoir has a storage capacity of 35 million gallons.The
treatment system has six main steps to remove and reduce harmful contaminants: presedimentation,
organic carbon removal through magnetic ion exchange, coagulation,clarification,filtration by
multimedia high rate filters, and disinfection. Once treatment is complete,water is pumped into
elevated storage tanks for distribution throughout the water system.
In 1996,the County constructed the treatment plant with 4 mgd capacity, expandable to 12.0 mgd. The
County expanded the plant to 8.0 mgd in 2000, 10.0 mgd in 2004, 12.0 mgd in 2008, and 14 MGD in
2021. In 2011,the plant was modified to accommodate a magnetic ion exchange (MIEX) pretreatment
process to enhance water quality. In 2017,the County completed a project to add a fourth filter group
to the plant creating the necessary redundancy to allow for the rehabilitation of filter group No. 1.
With the addition of the MIEX pretreatment modifications,the plant divided to produce two different
water products. Water pretreated with magnetic ion exchange is disinfected with free chlorine and sent
to the northeastern, eastern and southern sections of the County(Johnston East PWS ID 04-51-018).
Water sent to the western side of the distribution system is disinfected with chloramines(Johnston
West PWS ID 03-51-070).
Under water purchase and management agreements,the County provides water supply, system
maintenance, customer account and billing services to each of the County's 16 water districts. As of
March of 2022,the Countyserves approximately 40,060 active residential customers, 2,250 flat rate
pp Y
residential customers, and 1,050 non-residential customers through its water district programs. In
addition,the County supplies approximately 380 irrigation connections. A map of the water districts is
provided in this tab.
All customers are subject to the "Uniform Rules for Water Districts and Retail Water Facilities" and the
"Johnston County Water and Sewer Policies." The most current version of both of these documents
may be viewed at www.lohnstonnc.com under the Public Utilities department heading. Charges for
retail water service are currently based on a monthly base fee of$21.00 and a commodity charge of
$4.15 per 1,000 gallons. Johnston County has a conservation water rate structure for water customers
where the fee for residential water consumption over 4,000 gallons per month is$5.10/1,000 gallons
and increases with additional usage. In-ground irrigation usage is billed at$5.30/1000 gallons. The
Johnston County Public Utilities Tab 1-4
2022 Capital Improvements Plan

average monthly residential water bill (use of 5,000 gallons per month) is$42.70 or 0.86%of the 2019
estimated median household income ($59,865).
The County's distribution system includes 1,719 miles of water lines, 13 elevated storage tanks, 93
master meters, and 18 booster pump stations.
A map of the County's water system is provided in this tab.
Wastewater System
The Central Johnston County Regional Wastewater Facilities (Permits NC0030716 and WQCS00060)
collect and treat wastewater from the Towns of Smithfield, Selma, Four Oaks,Wilson's Mills, Pine Level,
and Clayton. County facilities also extend to and serve the East Clayton Industrial Area,the Cleveland
community, NC 42 area east of the Neuse River,the McGee's Crossroads area,the Devil's Racetrack
area, and the Meadow School area.The County operates and maintains a system of sewer interceptors
that extend through Selma to Smithfield. Wastewater from Pine Level is pumped into this interceptor.
Wastewater from Four Oaks is transferred to the treatment facility through a series of force mains and
interceptors involving three (3) pumping stations or can be directly pumped to Benson. Each town is
responsible for operating its own collection system.Wastewater from the other areas identified above is
pumped to the County's treatment facility.
The Central Johnston County Regional Wastewater Treatment Plant(NPDES Permit# NC0030716) is
located south of Smithfield.The plant is a tertiary facility permitted to treat and discharge 9.5 million
gallons per day to the Neuse River.The treatment processes consist of primary screening, activated
sludge with biological nutrient removal, secondary clarification, denitrification filtration, and ultraviolet
light disinfection. Additionally,the plant stabilizes and dewaters biological sludge for disposal in the
County's lined landfill facility.
The County also treats by-product process water(NPDES Permit# NC0084735)from the County's water
filtration plant in Wilson's Mills.This facility consists of a surge/decanting tank, solids thickener, belt
filter press, and fine solids polishing basins with the effluent dechlorinated prior to discharge to the
Neuse River.These processes are located on the water plant site. Dewatered residual solids are either
disposed of in the landfill.
The County's collection system includes approximately 147 miles of force main from 2"-24" in diameter,
843 miles of gravity sewer lines, approximately 2,200 manholes, and 56 pump stations.
Johnston County Public 'Utilities Tab 1- 5
2022 Capital improvements Plan

The County currently provides retail sewer service to approximately 8,209 residential and commercial
sewer customers. Residential sewer customers pay a monthly base fee of$31.00 in addition to a
commodity charge of$6.90 per 1,000 gallons. The average monthly residential sewer bill is $46.50 or
1.17%of the 2019 median household income (mhi). The average combined water and sewer bill for
residential customers is $101.30 or 2.03%of the 2019 mhi.
A map of the County's wastewater collection system is provided in this tab.
Reclaimed Water
The County operates a reclaimed water system (Permit#WQ0019632) consisting of a 1.0 mg clearwell,
chlorination system, an 1,800 gpm supply pump station, a 0.5 mg elevated tank, approximately 70,730
If of 12"-24" transmission mains, 31,250 If of 4"-10" distribution lines, and dedicated irrigation systems
on County property in the vicinity of the County landfill. The system extends reclaimed water service
to serve the Johnston Community College (JCC) and other area businesses.
The County applies reclaimed water on hay fields and mixed pine and hardwood forests on County
property. The County also supplies reclaimed water to a private golf course, a lumber yard, residences,
and farms located along the transmission mains. In addition, reclaimed water is used for dust control
on landfill access roads and is available for bulk tanker use in construction.
There is currently no charge for reclaimed water use.
A map of the County's reclaimed water system is provided in this tab.
Johnston County Public Utilities Tab 1- 6
2022 Capital Improvements Plan

Existing Capacity
Water System
Johnston County owns and operates a water treatment plant on the Neuse River near Wilson's Mills.
Currently Johnston County's water treatment plant is permitted at 14.0 mgd. The County has registered
withdrawal allocation from the Neuse River of 17.0 mgd at this location. The County has agreements for
purchase of 3.5 mgd from Smithfield, 2.5 mgd from Harnett County, 2.5 mgd from the City of Raleigh,
0.45 mgd from the Wayne County Districts, 1.5 mgd from the City of Wilson,0.5 from Sampson County,
and 0.01 MGD from Benson. Thus,the peak supply capacity of the County is currently 24.96 MGD.
Wastewater System
The Central Johnston County Regional WWTF can currently treat up to 9.5 mgd, and the County has the
210 WWTF under construction on County Home Road that will increase treatment capacity to 11.5
MGD.The NPDES permit allows for expansion of treatment capacity to 13.5 mgd, provided appropriate
process expansions are constructed and the reclaimed water system is expanded to facilitate
compliance with effluent nitrogen permit limits. Thus,the current effluent nitrogen limit is an annual
quantitative (mass based) limit which is fixed.
Reclaimed Water System
Johnston County's existing system provides water for irrigation at the Country Club of Johnston County
golf course and individual residences,wet decking at a lumber yard,third plumbing systems and
irrigation at Johnston Community College and irrigation for hay crops and dust control at the Johnston
County Landfill. In addition, reclaimed water is used in the wastewater treatment process in places
where potable water would have otherwise be used. The system diverted an annualized average of
0.852 mgdan equivalent of wastewater effluent in 2021, of approximately 7,750 lbs of nitrogen per
year assuming an average concentration of 0.247 mg/I of nitrogen in the plant's effluent.
A new project is underway to extend reclaimed water to the Garrett Wildflower Farm across Middle
Creek from the Landfill. Once operational, an estimated annual average of 0.009 mgd will be used at
the farm. This application will divert approximately 80 lbs of nitrogen annually out of our discharge to
the Neuse River. Reclaimed water will also be used in the treatment process at the new 210 WWTF
that is currently under construction.
Johnston County Pubiic Utilities Tab 1- 7
2022 Capital Improvements Plan

The infrastructure of the reclaimed water system (pumping facilities from the wastewater treatment
plant and elevated storage tank) can supply 2.5 mgd. Supply capacity far exceeds the current and near
term demand.
Present Conditions
Water System
• Water Demand
As Johnston County developed a countywide water system,the retail water customer base expanded
rapidly from just over 700 customers in 1997 to just over 43,000 active customers as of March 2022.
On August 27, 2021 peak daily demand for the County water system reached a new high of 18.419 mgd.
Daily demand is routinely over 14 mgd throughout summer months. The County's peak to average day
ratio is 1.35.
• Water Quality
The treatment system at the water treatment plant has six main steps to remove or reduce harmful
contaminants: presedimentation, partial MIEX pretreatment, coagulation, clarification,filtration by
multimedia high rate filters,and disinfection. Once treatment is complete,water is pumped into
elevated storage tanks for distribution throughout the water system. The water quality produced by the
plant meets all current regulatory criteria. Each year, County staff prepares a water quality report which
is made available to the public. A copy of this report is available on www.iohnstonnc.com under the
Public Utilities Department heading.
The current method of primary disinfection for the western portion of the County is chlorine and the
secondary disinfection is chloramine (the addition of chlorine and ammonia).The County uses chlorine
for primary and secondary disinfection in the supply to the eastern portion of the County. The water is
dosed to ensure that it reaches each tap with enough chlorine residual to ensure safety. Chlorine is a
highly reactive ion that will combine with organic material to form haloacetic acids (HAAs),
trihalomethanes (THMs), and other disinfection by-products. HAAs and THMs can be harmful to human
health when exposed over long periods of time at levels above the limits set by the US EPA. The
reactions are time and temperature dependent, and the County adds ammonia prior to entry into the
Johnston County Public Utilities Tab 1- 8
2022 Capital Improvements Plan

distribution system to inhibit the formation of THMs. However, it is only a partial solution as chloramine
can create secondary undesirable conditions such as nitrification and formation of nitrosamines.
The formation of HAAs and THMs is dependent on the amount of organic material in the water,the
temperature of the water,and the amount of time between the contact with chlorine and the use of the
water. To control the formation of disinfection byproducts, organic material must be removed prior to
the disinfection process and/or the residence time in the distribution system must be minimized.
Because Johnston County's system is primarily rural in nature, in some parts of the system the water
often travels long distances to reach customers. There are also many"dead end" lines where water
cannot circulate, creating longer periods of travel time to the end users. The County implements
routine flushing programs to reduce the BDP potential formation.Johnston County and the Water
Districts are currently meeting regulatory standards.
Johnston County is required to meet the Stage 2 Disinfectants and Disinfection Byproducts Rule (Stage 2
DBPR) 71 FR 388 Jan 4, 2006 Vol 71, No 2 set by the US EPA. The rule focuses on reducing HAAs and
THMs in drinking water through increased monitoring and decreased acceptable levels. Stage 2 DBP
Rules use a locational running annual average of HAA and THM levels to determine compliance.
The County's consultant selected DBP sampling locations through system modeling and an Individual
Distribution System Evaluation (IDSE).Johnston County's IDSE was submitted for review in July of 2009,
approved, and finalized into a plan of action. The plan requires Johnston County take samples and
demonstrate that the locations selected in the plan are appropriate and that water quality issues are
addressed, as necessary.
In order to meet the Stage 2 Disinfectants and Disinfection Byproducts Rule standards,the County
completed a project to add a magnetic ion exchange pretreatment process to remove additional organic
material from a portion of the source water. The magnetic ion exchange treated water flows through a
separate process train at the plant for additional organic carbon removal, and is dosed with free chlorine
as a final disinfectant prior to release into the distribution system. Testing of water quality at the most
remote points of the system indicates that water quality has improved. However,the Countysmust
continue to maintain a vigorous flushing program. In addition,the County installed DBP reduction
systems and/or mixing equipment in several elevated tanks to reduce DBP formation. The County will
continue to pursue additional measures to reduce or prevent THM and HAA formation in order to
maintain compliance with the Stage 2 rules.
Johnston County Public Utilities Tab 1- 9
2022 Capital Improvements Plan

• Water Transmission
The overall condition of the distribution system is quite satisfactory. Approximately 15%of the system
is over 20 years old. Another 63%of the lines in the system will pass the 20-year old mark within the
next ten years. Being over 20 years in age for a water pipe does not necessarily mean replacement is
eminent. An aging system requires more condition assessment and management.The County is in the
process of developing a Computerized Maintenance Management System (CMMS)to track the condition
stem.
and maintenance needs for both the water distribution and wastewater collection system. ,
maintenance and pipeline replacement costs are expected to increase exponentially within the planning
period.
Water Main Inventory
10-20 Years Old Greater than 20
Diameter TOTAL(If) (If) Years Old
4 992,722 1,169,245 403,451
6 4,552,888 2,771,393 1,223,310
8 1,669,042 856,635 676,353
10 51,222 8,732 41,398
12 1,117,264 547,903 531,449
16 588,238 93,657 450,251
20 30,233 8,804 5,233
24 74,202 32,451 5,750
TOTAL(If) 9,075,811 5,488,820 3,337,196
TOTAL(miles) 1,718.90 1,039.55 632.04
Along several major transmission routes,the system is stressed by the tremendous increase in peak
daily demands, especially in the western and northern areas of the County. Several projects are
underway to increase the hydraulic capacity of the system but County will need more the 20-year
planning period to meet anticipated regional demands.
Elevated storage tanks are inspected annually and several are in need of rehabilitation. The County
entered into a ten-year maintenance and rehabilitation program estimated to cost$2-$2.5 million
dollars over the ten-year period. In addition,there will not be enough storage to accommodate the
projected demands. An additional one-half million gallons in storage must be added to the system
Johnston County Public Utilities Tab 1- 10
2022 Capital Improvements Plan

during the planning period. A project to add that required storage is currently underway. The new tank
will be located at the Archer Lodge Middle School.
Wastewater System
• Treatment
The Central Johnston County Regional Wastewater Treatment Facility(CJCRWWTF)was constructed in
1978 with a capacity of 3.3 mgd. Over the years the County completed numerous upgrades and
expansions at the facility. The most recent expansion was completed in 2010 and expanded the
WWTP's capacity from 7.0 to 9.5 mgd. In addition, the County has the new 210 WWTF under
construction to increase combined system treatment capacity to 11.5 MGD.
In 2021, effluent from the WWTP averaged 6.741 mgd with a max day of 14.33 mgd (January). Growth
in wastewater demand is rapidly increasing. Expansion of pharmaceutical industries in Clayton and a
surge in residential development have reserved the majority of the remaining capacity in the existing
plant. mgd permitted
There is currently1.97 flow that has not yet been constructed in the collection
g in
system.An additional 8.6 mgd is projected to be allocated by 2036 for a total demand of just under 17
mgd. Planning for an expansion to 13.5 mgd is underway. A second expansion is planned for 2030.
In order to stay compliant with the Neuse River Basin—Nutrient Sensitive Waters Management Strategy
rules (15A NCAC 28.0234)and permit limits (NPDES permit NC 0030716),the County must maintain an
effluent mass nitrogen limit of 73,447 lbs/year currently allocated to the County.
In order to expand the WWTF beyond its current capacity,the County must pursue options for
additional nitrogen allocation, such as additional reclaimed water diversion from the river discharge,
nitrogen credits purchase or lease from other treated wastewater dischargers in the Neuse River Basin,
and the acquisition of nutrient offset credits.
• Wastewater Collection
The general state of the collection system is good, although several key elements of transmission
infrastructure components are nearing their hydraulic capacity. The 6"force main carrying flows from
the McGee's Crossroads area will not be able to handle the additional flow projected. In addition,the
Josephine WWPS that receives flow from the Cleveland Outlying Residential Sewer Service area will not
have the capacity to pump projected flows. A large percentage of the wastewater from the western
service area is tributary to a flow equalization and pump facility at the Johnston County Landfill which
attenuates peak diurnal flows and transfers wastewater to the WWTP. The force main between the
Johnston County Public Utilities Tab 1- 11
2022 Capitai Improvements Plan

landfill pump station and the WWTP is nearing its maximum hydraulic capacity.The County works with
residential developers to ensure that new additions to the system fit into the County's wastewater
master plan. The County strives to reduce the number of existing small pump stations in order to ease
maintenance needs and reduce the potential for wastewater overflows. Several other key pump stations
and transmission lines will need to be upgraded to handle current and future flows including the Swift
Creek, Buffalo, Pine Level, Selma, and Wilson's Mills WWPSs, and the transmission mains from Clayton
and Pine Level.
While the majority of Johnston County's collection system has been constructed within the last 20 years,
the County has some wastewater transmission infrastructure that is over 40 years old. The US EPA
Clean Water and Drinking Water Infrastructure Gap Analysis Report from September 2002 estimates the
useful life of gravity collection piping to be 80-100 years. While gravity lines may maintain structural
integrity for 80-100 years, infiltration and inflow issues increase over time making rehabilitation
necessary prior to the end of useful life. The County has rehabilitated several key interceptors within
the last 10 years and must rehabilitate interceptors during the planning period to eliminate sources of
infiltration and inflow. A brief overview of the County's gravity line inventory is shown hereto (2022
totals).
Gravity Sewer Inventory
10-20 Years Old Greater than 20
Diameter TOTAL(If) (If) Years Old
4 973 - -
6 699 348 351
8 629,205 258,371 112,518
10 14,945 2,218 12,420
12 40,342 12,220 21,820
16 6,702 530 572
20 17 - -
24 10,633 2,788 7,836
TOTAL(If) 703,517 276,475 155,516
TOTAL(miles) 133.24 52.36 29.45
The County's collection system includes 147 miles of force mains. The US EPA Clean Water and Drinking
Water Infrastructure Gap Analysis Report from September 2002 estimates the useful life of a force main
Johnston County Public Utilities Tab 1- 12
2022 Capital Improvements Plan

to be 25 years. Therefore, it is reasonable to expect that some of the over 295,049 linear feet of force
main in County's system (over twenty years old)will need to be replaced within the study period.
Force Main Inventory
10-20 Years Old Greater than 20
Diameter TOTAL(If) (If) Years Old
4 170,349 72,323 69,649
6 201,788 34,001 142,339
8 129,528 67,975 38,652
10 34,443 32,783 1,655
12 123,881 80,990 42,755
16 72,160 58,753 -
20 58,430 21,716 -
24 4,659 4,659 -
TOTAL(If) 795,237 373,199 295,049
TOTAL(miles) 150.61 70.68 55.88
The collection system includes 58 pump stations. The US EPA Clean Water and Drinking Water
Infrastructure Gap Analysis Report from September 2002 estimates the useful life of the mechanical
components of a pump station to be 25 years and the structural components to be 60-70 years. Several
wastewater pump stations will need to be rehabilitated or replaced within the planning period.
Reclaimed Water System
The infrastructure of the reclaimed water system is less than twenty years old and in good condition.
Furthermore,the reclaimed water elevated storage tank is included in the inspection and maintenance
schedule for the County's potable water tanks.
Specific Limitations
Water System
• Water Supply
The County has an existing registered withdrawal from the Neuse River of 17 mgd. The County does not
currently recycle any of the backwash water or residuals process decant water. Under State regulations,
the County may recycle up to 10%of the plant's treatment capacity. Current operations do recycle filter
Johnston County Public Utilities Tab 1- 13
2022 Capital Improvements Plan

rewash or"filter-to-waste" water by carrying the water from the filters to the raw water storage basins
for reprocessing.
State regulatory permitting previously limited the amount of raw water withdrawal from the Neuse
River at the Timothy G. Broome (Johnston County) Water Treatment Plant site to 12.0 mgd. The State
based this allocation on the 7Q10 analysis of the available flow in the river conducted by the United
States Geologic Service (USGS). The 7Q10 is the lowest 7-day average flow that occurs (on average)
once every 10 years. Over time the USGS estimates of 7Q10 flow have increased at the County's
withdrawal point, allowing for the possibility of more raw water supply and the expansion of treatment
facilities at this site. However,the supply available at the current intake will not be sufficient to meet
the County's long-term needs.
Additional supplies such as water purchase, off stream storage and new surface withdrawals must be
explored. Water transfers between water basins are regulated under the Inter Basin Transfer Rules. All
transfers of 2 MGD or more require Interbasin Transfer Certificates. The approval of an Interbasin
Transfer Certificate is a rigorous process that can take three to five years to complete.
• Water Transmission
The increase in peak daily demand due to growth and increased bulk water purchases will hydraulically
stress segments of the County's transmission system. Therefore, the County must complete pump
station upgrades and transmission improvements in order to accommodate higher rates of flow. The
majority of the County's system was designed and constructed as a rural water system and is not able to
support high flow rates for fire protection. If requirements for fire flow change within the County or the
zoning changes from rural residential to development that requires high flow rates for fire protection,
the water transmission system will require improvements to support that change.
• Water Quality—Rules and Regulations
Johnston County must comply with the Stage 2 Disinfectants and Disinfection Byproducts Rule (Stage 2
DBPR) 71 FR 388 Jan 4, 2006 Vol 71, No 2 rule set by the US EPA. Improvements and changes in water
treatment and distribution system operations will be required for continued compliance with current
Safe Drinking Water Act requirements and inevitable additional regulations.
The Safe Drinking Water Act (SDWA), as amended in 1996, directs the Environmental Protection Agency
(EPA)to publish a list of contaminants (referred to as the Contaminant Candidate List, or CCL)to assist in
priority-setting efforts. The SDWA also directs the agency to select five or more contaminants from the
Johnston County Public Utilities Tab 1- 14
2022 Capital Improvements "!an

current CCL and determine whether to regulate these contaminants with a National Primary Drinking
Water Regulation (NPDWR).
The EPA recently published its third CCL. If the EPA implements nitrosamine regulation,the County will
most likely discontinue use of chloramination for secondary disinfection and significantly decrease
organic material in the source water prior to disinfection within the CIP 20-year time frame.
On December 17, 2021, EPA added the Lead and Copper Rule Revision to the federal registry. The rule
sets an initial compliance deadline of October 16, 2024. Initial compliance includes preparation of a lead
service line inventory and corrosion control study, followed by the development of a lead service line
replacement plan and a tap sampling plan
The County anticipates the implementation of new State and Federal regulations for PFOS/PFOA
(Perfluorooctane Sulfonate/Perfluorooctanoic Acid) in the next five years. PFOS/PFOA is a group of
manufactured chemical compounds used since the 1940s in such things as fire and stain retardants on
household textiles, non-stick cookware, fire fighting materials,food packaging, personal care products
and cleaning products. They are ubiquitous in our environment and make it into our drinking water and
our wastewater. They are known to have adverse health effects on a number of human systems. An
EPA rule establishing drinking water limits is expected to be finalized in fall of 2023. Additional
regulations related to limits in biosolids and ambient water quality are expected be released in the fall of
2024.
Wastewater System
• Wastewater Treatment - Location and Rising Flood Elevations
The wastewater treatment facility is within the floodway and floodplain of the Neuse River. It is
surrounded by a dike for flood protection.This arrangement limits the amount of space available for
expansion. With the need for room to expand in mind,the County purchased land directly across the
river from the existing plant for future expansion.
In October of 2016,the wastewater treatment facility was inundated by flood waters associated with
Hurricane Matthew causing massive wastewater spills and millions of dollars of damage. Post flood
investigation determined that the flood plain is expanding and flood levels are increasing in the area
around the plant. A recent study by Dewberry Engineers indicate the new 500-year flood plain elevation
Johnston County Public Utilities Tab 1- 15
2022 Capital Improvements Plan

is approximately 132 ft msl in the area of the County's facility. At the time of the flooding,the flood
protection dike around the plant ranged in elevation from 126.9 ft to 127.5 ft.
rig
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hike
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Post Hurricane Matthew—October 11, 2016
The County completed a flood mitigation project to raise the elevation of the dike with a combination of
flood gates, earthen material fill, and retaining walls. Due to funding limitations,the height of the dike
was only raised to 129 ft.This height is above the previous record flood, but below the predicted 500
year flood event.
When the flooding occurred,the County was in the process of designing an expansion to the facility at
the existing site.After flooding,the County evaluated the property across the river for the expansion.
However, Dewberry's study results the 500 year flood plain elevation was 132ft msl, making this site
undesirable for an expansion site. Almost all of the site would be flooded in a 500 year event. Due to
these limitations,the new WWTF will be located adjacent to the Johnston County Landfill on County
Home Road with only the dechlorination facilities, cascade aerator and outfall located on the property
across the river.
Johnston County Public Utilities Tab 1- 16
2022 Capital Improvements Plan

• Wastewater Treatment- Neuse River Nutrient Sensitive Waters
Johnston County is subject to the Neuse River Basin—Nutrient Sensitive Waters Management Strategy
rules (15A NCAC 2B.0234). Under these rules the County has a total mass discharge nitrogen limit of
73,447 lbs/year. See the allocation table below:
Current NPDES Permit Nitrogen Allocation
Allocation Source Date Allocation Allocation Status
Type Estuary Discharge
(Ib/yr) (lb/yr)
Base Assigned by rule (T15A NCAC 12/7/97; 28,102 56,203 Active
02B .0234) 4/1/03
Supplemental Assumption of White Oak --- 2,816 5,632 Active
Plantation WWTP NPDES permit,
formerly NC 0060330,from
Carolina Water Service
Supplemental Assumption of Buffalo Creek --- 2,816 5,632 Active
WWTP NPDES permit,formerly
NC0064556, from River
Dell/Heater Utilities Bulk Service
Agreement
Supplemental Purchase from UNIFI-Kinston, 12/1/07 1,645 3,290 Active
NC0003760
Supplemental Purchase from Town of Benson, 4/2/08 360 720 Active
NC 0020389
Supplemental Purchase from Phillips Plating 8/16/18 1,000 2,000 Active
Company, Inc. NC 0020389
TOTALS 36,739 73,447
In addition to the current NPDES permit,the County is under contract with Restoration System LLC to
secure nutrient offset credits from mitigation bank to provide 13,699 pounds of additional nitrogen
credit. The credit will be released to the Countyin increments over the next six years, with the County
receiving fifty-percent of the allocation by July 2023.
• Wastewater Collection—Manifolded Systems
A large portion of the County's collection system was developed as a manifolded pressure systems. In
these systems, several pump stations share capacity in a collector force main. These systems are
Johnston County Public Utilities Tab 1- 17
2022 Capital Improvements Plan

difficult to manage and to grow. Any change in the flow conditions of one station impacts the ability of
the others to pump. Many of these manifolded system have reached their maximum capacity.
Reclaimed Water System
• Permitting—Acceptable Uses
State rules limit the use of reclaimed water. The reclaimed water system was previously regulated
under 15A NCAC 02T .0900. The State legislature adopted 15A NCAC 02U .0100 rules on June 18, 2011
"to encourage and promote safe and beneficial use of reclaimed water in a manner that is protective of
both public health and the environment
(http://portal.ncdenr.org/web/wq/aps/lau/programs#Reclaimed-Water, 3/11/2013)."
The 15A NCAC 02U .0100 rules expand the uses of reclaimed water to wetlands augmentation and to
food chain crops that would be peeled, skinned, cooked or thermally processed. The rule also clarifies
that tobacco is not considered a food crop. Therefore, reclaimed water irrigation of tobacco is
permissible. This change in rules created opportunities for the County to expand its distribution of
reclaimed water to area farmers.
• Funding—Financially Sustainable Model
The construction of reclaimed water infrastructure in Johnston County is limited by available financing.
The County does not currently charge customers for reclaimed water use. The County anticipates future
charges for reclaimed water uses to be limited to recoup operation and maintenance costs only.
Therefore, any infrastructure improvements made to the reclaimed water system must be funded
through grants and/or third party contributions to avoid impact on the Fund 68 wastewater enterprise
fund.
Long-Term Needs
Water System
Over the next 20 years,Johnston County expects to implement significant changes to the water system
(water district program). Johnston County essentially achieved countywide coverage with the
development of rural water districts. The County is focusing on upgrades to critical infrastructure to
meet growing demands. Growth in the service area continues to stress several key pathways of
distribution. Hazen and Sawyer's recent modeling of the County's current and future distribution needs
outline the improvements required to provide additional hydraulic capacity in the system (Tab 3).
Johnston County Public Utilities Tab 1- 18
2022 Capital Improvements Plan

With the addition of the magnetic ion exchange process at the water treatment plant,the County
effectively divided the distribution system into two separate systems (one served with water disinfected
with chloramines and the other with water disinfected with free chlorine). This strategy is part of an
effort to meet the new, more stringent disinfection by-product regulations. The County considered the
alternative of converting the whole system to free chlorine, but rejected the option due to compatibility
issues with neighboring water systems, which provide bulk supply to the western section of the County.
The County plans to modify original boundaries between the West (chloramines) and East (free chlorine)
system due to operational issues and growing regional demands.
Johnston County must expand its water supply capacity.The County currently has 14.0 MGD in water
treatment capacity and 10.96MGD of available purchase. In the past, State Regulators advised the
County that additional raw water supply would not be available from the Neuse River at the County's
water treatment plant site. Now,the opportunity to withdraw more water from the Neuse River is
possible. The County should maximize the amount of water that may be withdrawn and expand the
existing plant accordingly.
The County previously studied and recommended a new water treatment plant on the lower Neuse and
purchased a quarry for raw water storage. This new plant and the required transmission facilities are
currently the highest cost capacity option available. Therefore,the County should evaluate all other
sources of water supply first.
Purchasing water capacity from neighboring systems allows the County to delay the construction of
additional capacity. Therefore, provided the cost of bulk supply allocations are competitive,the County
should pursue water purchases from neighboring systems as long as possible in order to extend the
financial planning horizon for the construction of a new plant.
The County must explore all possible funding options to ensure the project has the least impact on user
fees. Furthermore, a financial plan that gradually increases rates to accommodate the significant upfront
capital investment should be implemented well in advance of project construction.
The County identified a plan for accumulating the needed water supply for the twenty-year period.The
plan combines bulk purchases with a modest water treatment plant expansions at both the TBG WTP
and a new site to meet the growing demand. The 20-year water supply CIP details are provided in Tab 4.
Johnston County Public Utilities Tab 1- 19
2022 Capital Improvements Plan

Wastewater System
The County has several options for the future treatment of wastewater. No action would be
irresponsible as wastewater flow projections and nitrogen limits show that the County must take action
in order to accommodate growth and to continue to meet State environmental regulations.
The County considered both constructing a new regional wwtp and a second, separate treatment plant.
The County also considered a land application system for biosolids management, but rejected due to the
high cost of land and the cost of transmission facilities. The County considered optimizing operation of
the existing facility. While this option has merits and should the County pursue this option, it alone will
not meet the projected treatment capacity and effluent nitrogen reduction. The County also considered
expanding the existing wwtp as one project and as a phased new plant project. Ultimately,the County
selected a combination of expanding the existing treatment capacity with new facilities at the County's
inthe treatment and a
existingbiosolids facilitylocated adjacent to the Landfill optimizing processes,
combination of purchasing nitrogen credits and increasing the amount of effluent sent into the
reclaimed water system as the most cost effective course of action.
Tab 6 includes the wastewater treatment improvements planned for the 20-year period as well as a
proposed expansion taken from the 2017 Engineering Report Update for
detailed description of the next ro o g g P P
p p P P
the Johnston County Regional Wastewater Treatment Facility by Hazen and Sawyer.
Reclaimed Water System
The County must expand the reclaimed water system to meet the overall wastewater needs of the
County. In addition, it will provide a safe, reliable alternative to the use of potable water for local
agricultural, institutional, recreational and residential irrigation systems. The County identified the most
cost beneficial projects to expand its existing system on the basis of the amount of projected reclaimed
used,the reliability of the user, the projected cost, and the overall benefit to the users.
Please refer to Tab 7 for proposed capital improvements to the reclaimed water distribution system.
Johnston County Public Utilities Tab 1- 20
2022 Capital Improvements Pen

Studies & Assessments
Previously Completed
The studies and assessments listed below were used as references for this report.
Water System
Johnston County Public Utilities produced a Water Supply Plan in 2006. In addition,the County
submitted Local Water Supply plans to the State in 2007 and 2008. During the summer of 2008, Public
Utilities staff revised the water demand projections in the 2006 study to reflect the changing water use
patterns determined through data collection. The report recommended purchasing water capacity from
neighboring systems and the construction of a new water treatment plant in the future.The County
completes a yearly LWSP as required by PWS.
CH2M Hill prepared an Environmental Assessment and a Safe Yield Summary Report on Water Supply&
Water Storage Alternatives for Johnston County in May and August of 2009, respectively. This report
investigates the water supply and storage options the County has for a future 24 MGD water treatment
plant near the Little River north of Princeton. CH2M Hill investigated water intakes on both the Little
and Neuse River as well as using two nearby quarries for raw water storage.
In 2007, Hazen &Sawyer constructed a hydraulic and water quality model of the distribution system and
submitted an Individual Distribution System Evaluation (IDSE)to the State for review as required by the
Stage 2 Disinfection By-Products Rule. The firm completed a 20 year plan to identify essential
transmission and distribution improvements. The study determined sampling points for compliance.
Hazen &Sawyer updated the IDSE plan in 2011 and 2017. In October 2009, Hazen &Sawyer completed
the Water Transmission Master Plan. The plan analyzed the impacts of separating the distribution
system into two systems, a chloraminated and a chlorinated water supply. The split is part of the
County's plan to meet the Stage 2 Disinfectant/Disinfection By-Products (D/DBP) Rule using MIEX
pretreated water and chlorine disinfected water to serve the east side of the County where detention
times are longer. In 2018, Hazen and Sawyer updated the Water Transmission Plan and made
recommendations for maintaining and improving water quality, eliminating pressure and supply issues,
and preparing for the expected growth in demand within the system. An update to that study is in
process.
Johnston County Public Utilities Tab 1- 21
2022 Capital improvements Plan

In addition, Hazen &Sawyer completed studies for enhanced total organic carbon removal at the water
treatment plant and a Corrosion Control Study. Process options for TOC removal focused on activated
carbon absorption and ion exchange with the latter more cost effective. A PER, entitled "Dissolved
Organic Carbon (DOC) Reduction Testing for Compliance with Initial Distribution System Evaluation
(IDSE) and Long-Term, Phase 2, Enhanced Surface Water Treatment Rule (LT2ESWTR) for Johnston
County"was completed in 2007. The report recommended the addition of the magnetic ion exchange
process to the County's existing water treatment plant. Hazen & Sawyer completed the Corrosion
Control Study in 2007 and recommended the addition of zinc orthophosphate.
Dewberry Engineers recently completed the required America's Water Infrastructure Act water system
risk and emergency response plan. In addition, Dewberry updated the County's Source Water
Protection Plan. These reports help identify weak points in the County's defenses against natural
disasters, physical and cyber-attacks, and accidents and recommended improvements that were
incorporated in the recommended projects of this plan.
Wastewater System
In 2017,Johnston County Public Utilities completed wastewater system demand projections and
recommended wastewater transmission improvements to not only meet projected demands but also
consolidate flow and eliminate as many pump stations as practical. Staff continually update those
projections and planned improvements. Tab 5 includes the recommended improvements.
Hazen &Sawyer completed a study in 2005 and finished the final revision in December 2006 entitled
"Wastewater Collection and Treatment Facilities Improvements." The report addresses immediate
capacity needs, as well as treatment capacity needs for a 20-year planning period." Major needs which
are not presently under construction include a wastewater pump station upgrade on NC 42 east.
In March 2020, Hazen &Sawyer produced the most recent revision of"Engineering Report Update-
a tewater Treatment Facility." The
Johnston County Regional W report details the wastewater s y
treatment needs for the next twenty years.Tab 6 includes the recommended improvements.
Reclaimed Water
In 2005,Johnston County and McKim & Creed Engineers completed a Reclaimed Water System
Expansion Study which is the basis for the 20-year expansion program. When the County fully
implements the reclaimed water system, an annualized average of up to 3.6 MGD of wastewater
,:ohnston County Public Utilities Tab 1- 22
2022 Capital Improvements Plan

effluent can be diverted from the Neuse River,which is approximately 33,000 lbs of nitrogen per year
diverted from direct discharge to land application and reuse.
Financial Analysis
In May 2017, Willdan Financial Services completed their first rate study for the Department
establishing a financial model that may be modified and adapted to meet the County's changing needs.
Willdan updated the rate study and developed a system development fee (SDF) analysis in 2019. Both
studies were again updated in 2020. Tab 8 includes a copy of Willdan's presentation of the model
results to the Johnston County Board of Commissioners (February 18, 2021).
Current Studies
Johnston County Public Utilities is currently working with various consultants on the following studies:
• Long Range Water Supply Plan—Hazen &Sawyer
• 2022 Update to the Hydraulic Model and Water Transmission Master Plan—Hazen &Sawyer
• IDSE Plan Revision - Hazen &Sawyer
• US 70/US 70 Bus Sewer System Model—CDM Smith
• Selma Equalization & Pumping Facility—Long Range Plan—CDM Smith
• Wastewater Treatment Expansion Plan and NPDES permitting—Dewberry Engineers
The County is also a participating partner in the following studies:
• Triangle Water Partnership Emergency Connection Model—Hazen &Sawyer
• Johnston County Utility Regionalization Study—Black&Veatch
Johnston County Public Utilities Tab 1- 23
2022 Capital Improvements Plan

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TAB 2
Growth Projections

Tab 2 — Growth Projections
Between the 2010 census and the 2020 census,Johnston County grew by 27.9 percent earning it the
title of fastest growing County in North Carolina. The County expects population growth to continue.
The State Demographer for the North Carolina Office of State Budget and Management (website
updated 2/12/2022) projects the July 2022 population of Johnston County to be 230,077. Furthermore,
they project the County's population to reach 280,529 by July of 2032 and 326,877 by July of 2042.
Growth in the County population impacts the County's water and sewer systems differently. How the
County's Board of Commissioners and the various Boards for the Towns manage this growth will greatly
impact how the County's systems will grow. It is a challenge to predict the growth patterns in the
system,while the County and the Towns within are all still grappling with the impacts of growth and
work to adopt policies to manage it appropriately.
The growth predictions here assume current policies remain in place and high-density growth will take
place largely within Town jurisdictions and select outlying areas only. The County's water system and
sewer system have different service areas and different types of connections. The County addresses
growth predictions separately because they do not directly overlap.
Water System
Johnston County has a countywide rural water system divided into sixteen water districts. The County
serves as the sole water supplier for the Towns of Clayton, Four Oaks, Kenly, and Princeton as well as
Flowers Planation and several Carolina Water System and Aqua served subdivisions. The County also
provides partial water supply for the Towns of Selma, Benson, Pine Level, Smithfield, and Fuquay Varina.
Using growth projections provided by the Towns, contract obligations, and state and federal population
projections,the County worked with Hazen &Sawyer to develop growth projections for the water
system as part of their work on the Long Range Water Supply Plan. Currently,the forecasts are in draft
form. By 2042,the average day water demand (ADD) in the County will be approximately 30 MGD. A
max day could reach approximately 44 MGD. Preliminary results are shows the chart below:
Draft Johnston County Average Day Demand Forecasts
40
35
30
25
- 20
'I Q
Q 15
10
5
0
2020 2025 2030 2035 2040 2045 2050
-Avg Day Water District Avg Day Clayton(aggressive growth)
-Avg Day Additional Bulk Customers
Johnston County Public Utilities Tab 2 - 1
2022 Capital Improvements Plan

The graph illustrates that while all sectors of water demand are expected to grow, water demand from
the Town of Clayton represents the majority of the expected needs. Public Utilities and Town of Clayton
staff have begun discussing opportunities to partner in securing long term water supply for the region.
Wastewater System
The wastewater system does not directly overlap the water system in the County. The County's
wastewater system primarily serves several Towns within the County and limited service areas outside
of those towns. Currently,Johnston County accepts all the wastewater from the Towns of Smithfield,
Selma, Pine Level, and Four Oaks. In addition,the County receives some waste from the Town of
Clayton and two private utility service areas (Aqua - Flowers Plantation and Carolina Water Service—
Winston Pointe). The Town of Clayton has a new treatment plant under construction and intends to
accommodate all future wastewater growth with that facility. The County currently manages the sewer
system within the Town of Wilson's Mills, but preliminary negotiations are ongoing as to the future of
that arrangement. Regardless of the outcome, wastewater service to the Town of Wilson's Mills will
play a significant role in the growing needs for wastewater treatment and transmission in the County.
The average daily flow to the County's wastewater treatment facilities could reach 15.3 MGD by 2042, if
a high rate of growth continues. State Rules require the minimum design of the collection system must
be able to handle a minimum of 2.5 times the average daily flow.
WW Influent Predictions
Average Daily Flow
February 2022
18
16 i I
14 I 1
0 12
+• 10 '
—*—ModestGrowth
8
—a—Median
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2020 2025 2030 2035 2040 2045
Year
Johnston County Public Utilities Tab 2 - 2
2022 Capital Improvements Plan

TAB 3
Water Distribution

Tab 3- Water Distribution
•
ti! 4
South Johnston Elevated Storage Tank
Recent Projects
completion of the 2017 CIP. The
water distribution projects since
The County undertook several majorp
recent projects are listed below with rounded construction cost and status.
Wilson Mills WD 2017-18 Hydraulic Improvements
Status: Complete
Contractor: Sanford Contractors, Inc.
Construction Contract: $2,329,600
Contract Completion Date:August 23, 2020
Buffalo WD 2017-18 Hydraulic Improvements
Status: Under Construction
Contractor:JF Wilkerson
Construction Contract: $2,296,300
Contract Completion Date: Past contract completion date of August 29, 2020
1

Elevation WD 2017-18 Hydraulic Improvements
Status: Complete
Contractor:TA Loving Co.
Construction Contract: $1,100,800
Contract Completion Date: March 3, 2020
Archer Lodge WD 500,000 Gallon Elevated Storage Tank
Status: Under Construction
Contractor: Phoenix Fabricators
Construction Contract: $2,047,400
Contract Completion Date: October 27, 2022
Wilson Mills WTP Service Line
Status: Complete
Contractor:JS Haren Company, Inc.
Construction Contract: $1,851,800
Contract Completion Date:June 24, 2021
Ingram's Township WD 2018-19 Hydraulic Improvements
Status: Under Construction
Contractor: Ralph Hodge Construction Co.
Construction Contract: $2,535,600
Contract Completion Date:August 20, 2022
McGee's Crossroads WD 210 Water Main Improvements
Status: Under Construction
Contractor: Hall Contracting
Construction Contract: $5,215,000
Contract Completion Date: Past Contract Completion Date of February 11, 2022
385 West Transmission Improvements
Status: Under Construction
Contractor: Sanford Contractors. Inc.
Construction Contract: $4,408,800
Contract Completion Date:August 20, 2022
2

Buffalo Rd BPS Upgrade &Transmission Main
Status: Under Construction
Contractor: Sanford Contractors. Inc.
Construction Contract: $8,349,200
Contract Completion Date: February 24, 2023
NC 96 Four Oaks Economic Development Water Main Extension
Status: Design Completed
Contractor: To be bid in April 2022
Construction Contract: To be determined
Contract Completion Date:
Proposed Projects
County staff derived a list of proposed water distribution projects in large part from the August 2018
Johnston County System Master Plan and On-Call Modeling report prepared by Hazen & Sawyer. Staff
updated project estimates based on recently bid projects in the County, as well as projected near-term
inflation rates for non-residential construction. A brief description of each project is included in this
section. Operation and maintenance items that are include in the overall financial planning are not
included in the description section below.
The report categorizes each project as either operation and maintenance (0), capacity building(C), or
resiliency (R). Some projects have components in more than one category, but are listed under their
primary function. The table ranks from 0-5 with 5 being the highest in three categories: Provides
Needed Capacity, Improves Efficiency/Resiliency, and Increases Life of Asset.
A summary table and map of the proposed improvements are provided at the end of this section. Major
maintenance items are included in the summary table to facilitate budgeting.
WD-1 Neuse River Crossing on NC 42 and NC 42:Glen Laurel Rd Through Clayton to Railway—The
project will extend the hydraulic capacity of the new 24" main on NC 42 by installing a new 16-inch
pipeline under the Neuse River on NC 42 on the North side of Clayton. The project includes construction
of approximately 1,000 If of 16" pipeline under the Neuse River installed by directional drill. The project
also parallels the existing 12" line on NC 42 with a new 16-inch water main to serve the growing needs
of the Town of Clayton. The project includes approximately 5,200 If of 16-inch ductile iron water main
(Estimated Cost- $2,614,000, Provides Needed Capacity (5), Improves Efficiency/Resiliency (4), and
Increases Life of Asset(1).
WD-2 Sampson County Connection Improvements—Sampson County is constructing an 8-inch
connection to the Johnston County system near the intersection of Rebel and Wilkes Roads. The County
will need to install approximately 3,500 If of 8-inch water main to maximize the benefit of this
connection. (Estimated Cost-$420,000, Provides Needed Capacity (5), Improves Efficiency/Resiliency
(4), and Increases Life of Asset (1)).
3

WD-3 Live Oak Church PRV—Add a pressure regulating valve to the water main on Live Oak Church Rd.
to allow increased water transfer in hydraulic zones. (Estimated Cost-$167,000, Provides Needed
Capacity(3), Improves Efficiency/Resiliency(3), and Increases Life of Asset (1).
WD-4 Bay Valley CV—Installation of a control valve to allow better transfer of water on Bay Valley Road
between the County's 323' and 385' hydraulic zones. (Estimated Cost-$172,000, Provides Needed
Y Y
Capacity(3), Improves Efficiency/Resiliency(3), and Increases Life of Asset (1)).
WD-5 Princeton Waterline Improvements—The proposed 8-inch water main on Massey-Holt Rd
(approximately 4,000 If in length) will improve water age and available fire flow in both the Town of
Princeton's and the County's system. (Cost$480,000 Provides Needed Capacity(2), Improves
Efficiency/Resiliency(5), and Increases Life of Asset (1)).
WD-6 NC 42: Railway/US 70 Bus to Amelia Church Rd(NC DOT Upsizing)—As NCDOT widens NC42 on
the south side of Clayton,they will need to relocate the County's existing 16,.water main.The hydraulic
model previously recommended a parallel 16"water main for this section, but the County now
recommends upsizing the relocated line to a 24" ductile iron main. The new pipeline will be
approximately 17,000 If in length. (Estimated Cost-$3,740,000, Provides Needed Capacity(5), Improves
Efficiency/Resiliency (4), and Increases Life of Asset (1)).
WD-7 Wellons Rd: Little Creek Church Rd—This project along with the following five projects (WD-7
through WD-12) provide additional capacity to serve the Cleveland area of the County. The project
includes 10,700 If of 12-inch parallel pipe to the existing 16" on Wellons Rd.from Little Creek Church Rd.
to Cleveland Rd. (Estimated Cost-$1,703,000, Provides Needed Capacity(5), Improves
Efficiency/Resiliency (4), and Increases Life of Asset (1)).
WD-8 Cleveland Rd. Short Journey Rd—1010 BPS Suction (near Deer Crossing Ln)—This project
involves installing approximately 17,600 If of 16"water main along Cleveland Rd from Short Journey Rd
to the suction side of the 1010 BPS. (Estimated Cost-$4,659,000, Provides Needed Capacity(5),
Improves Efficiency/Resiliency (4), and Increases Life of Asset (1)).
WD-9 Deer Crossing Ln/Polenta Rd: Cleveland Rd—Matthews Rd -The proposed project constructs
approximately 17,600 If of 20-inch pipe form the 1010 BPS along Deer Crossing Rd and Polenta Rd to
Mathews Rd. (Estimated Cost-$5,066,000, Provides Needed Capacity(5), Improves
Efficiency/Resiliency(4), and Increases Life of Asset (1)).
WD-10 Matthews Rd: Polenta Rd -Cleveland Rd—The plan proposes approximately 4,200 If of new 16-
inch to parallel the existing 8-inch water line on Matthews Rd.to bring additional transmission capacity
to the region. (Estimate Cost-$1,101,000, Provides Needed Capacity(5), Improves Efficiency/Resiliency
(4), and Increases Life of Asset (1)).
WD-11 Cleveland Rd: Matthews Rd-Cornwallis Rd—Continuing from the previous project,
approximately 7,000 If of 16" pipe parallel to the existing 12" water main on Cleveland Rd from
Matthews Rd to Cornwallis Rd is proposed in this project. (Estimated Cost-$1,425,300, Provides
Needed Capacity(5), Improves Efficiency/Resiliency(4), and Increases Life of Asset (1)).
WD-12 1010 BPS Upgrade(Pump Replacement x2) and Electrical Upgrade—With projects WD-7
through WD-11 in place,the stage is set for an upgrade in the pumping capacity of the 1010 BPS. The
4

proposed improvements includes two new 4.25 MGD pumps and electrical upgrades. (Estimated Cost-
$1,200,000, Provides Needed Capacity (5), Improves Efficiency/Resiliency (3), and Increases Life of Asset
(4))
WD-13 Smithfield North Upgrade(Firm Capacity Upgrade)—The County relies on significant routine
purchases from the Town of Smithfield to meet average and peak demands within the system. This
project will replace the aging package booster pump station with a new higher capacity station.
(Estimated Cost-$1,200,000, Provides Needed Capacity (5), Improves Efficiency/Resiliency (3), and
Increases Life of Asset (4))
WD-14 Wilson County Pipe Upgrade—This project includes approximately 5,700 If o 16" water main to
facilitate the transfer of water from the Wilson County system to the Johnston County system.
(Estimated Cost - $1,449,000, Provides Needed Capacity (5), Improves Efficiency/Resiliency (3), and
Increases Life of Asset (1))
WD-15 I-95: US 70 Bus- near 931 Whitley Farm Rd—This project includes approximately 19,700 If of
12-inch water line along US 70 Bus and 1-95 from Yelverton Grove Rd to Wall Pat Rd.to improve water
transfer to the region. (Estimated Cost- $3,144,000, Provides Needed Capacity (3), Improves
Efficiency/Resiliency (3), and Increases Life of Asset (1))
WD-16 White Memorial Church Rd: NC 210 Hwy-Jackson-King Rd—Johnston County can purchase up
to 2.5 MGD of water supply from Harnett County. The County relies on this supply to meet average and
peak day demands. This project increases the capacity the system has to move water from the Harnett
County Supply point at NC 210 to the Cleveland Area and Fuquay-Varina.The project includes
approximately 17,000 If of 16-inch pipe along White Memorial Church Road from NC 210 to Jackson King
Road. (Estimated Cost- $4,335,000, Provides Needed Capacity (5), Improves Efficiency/Resiliency(4),
and Increases Life of Asset(1))
WD-17 Jackson-King Rd: White Memorial Church Rd - NC 50Hwy—This project is a continuation of the
previous project (WD-16) and will assist the County in providing supply to the Cleveland area and
Fuquay-Varina. The plan includes approximately 10,600 If of 16-inch water main along Jackson-King Rd
from White Memorial Church Rd to NC 42 for this project. (Estimated Cost-$2,617,000, Provides
Needed Capacity (3), Improves Efficiency/Resiliency (4), and Increases Life of Asset (1))
WD-18 Swift Creek Rd: US 70 Bus Hwy-Short Journey Rd—As system demands increase,this project is
needed to bolster supply to the Cleveland Area. The proposed project includes approximately 8,600 If of
12-inch pipe along Swift Creek Rd from US 70 Bus to Short Journey Road. (Estimated Cost-$1,372,000,
Provides Needed Capacity (3), Improves Efficiency/Resiliency (4), and Increases Life of Asset (1))
WD-19 Wilson's Mills BPS Upgrade (Additional Pump)—As demand for water supply in Clayton
increases, the pumping capacity of the Wilson's Mills BPS must increase. This project proposes a new
third pump for the facility increasing the transfer capacity to 4.5 MGD. (Estimated Cost-$235,000,
Provides Needed Capacity (2), Improves Efficiency/Resiliency (3), and Increases Life of Asset (4))
WD-20 East Clayton Elementary—Water Line Replacement—The existing 8-inch and 10-inch were
stressed during years of by-pass use and has experienced recent failures. Approximately 2000 If of 8-
inch water is needed to replace the existing line. (Estimated Cost - $260,000, Provides Needed Capacity
(1), Improves Efficiency/Resiliency(3), and Increases Life of Asset (5))
5

WD-21 Hydraulic Improvements/Looping Lines—This line item in the CIP is a catch-all for projects that
improve either water quality and/or water quantity. Some of the projects are identified in the model as
needed to improve provided fire flow to an area. Others are recommended to improve water quality by
eliminating dead end line where water age becomes an issue. (Cumulative Estimated Cost-$1,750,000,
Provides Needed Capacity (varies), Improves Efficient Resilient (varies), and Increases Life of Asset
P Yp Y
(varies))
WD-22 Water Quality Improvements to Elevated Storage Tanks.=Aeration/Mixing/Ventilation—The
County implemented an initiative to improve water quality in the distribution system by adding various
combinations of aeration, mixing and ventilation to elevated storage tanks within the system. This line
item includes improvements at five additional tanks in the system. (Cumulative Estimated Cost-
$2,000,000, Provides Needed Capacity(1), Improves Efficiency/Resiliency (5), and Increases Life of Asset
(1))
6

2022 Capital Improvements Plan
Water Distribution Projects
Fund 69
Rank
Project Description Pts Cat.Total Expend. 2022-23 2023-24 2024-25 2025-26 2026-22 2022-211 2024-29 2029-30 203031 2031.32 2032-33 2033-34 2034-35 2035-36 1036.33 2036-32 1031-34 203639 2039-40 2010-41
Neese River Ceeedng en NC Q R on NC 42 ham Men laud Rd.'f Nate Tawri
W0-1 to Railway 10 C $2,614,000 52J214,000 _ -
WO-2 Sampson County Connection Improvements 10 C 5320.000 5420.00
WD-3 On Oak Church PRV v 2 0 5150,000 5150,000WO-4 Bay Bay Valley CV 7 0 $150,000 $150,000 _ __-
WD-5 Princeton Watedine Improvements I C 54130,000 S460,000
W06 NC 52 Rallvvay/US 70 Bus Hwy-Amelia Church Rd-NC DOT Upsling 10 C $3,740,000 $3.740,000
W0.2 Wellons Rd:link Creek Church Rd-Cleveland Rd 10 C $1,703,000 51,703.0W
WD-e Cleveland Rd:Short Journey Rd-1010 BPS Suction IMar Deer Crossley In) 10 C S4.653.000 S4,6511,000
WD-9 Deer Crossing ln/Polenta Rd:Cleveland Rd-Matthews Rd 10 C S5.066,000 55.066.000
WD-10 Matthews Rd:Polenla Rd-Cleveland Rd 10 C 51,101,000 51.101.000
WD-11 Cleveland Rd:Matthews Rd•Cornwallis Rd 10 C $1,425,300 51,415.300
WD-12 1010 BPS Upgrade(Pump Replacement a 2)R Electrical Upgrade 12 C $1.200,000 $1,200,000
WD-13 Smithfield North Upgrade(Firm Capacity Upgrade) 12 C $1.200000 $1,200,000
WD-IA Wilson County Pipe Upgrade 9 C $1,349,000 $1,M9,000
WD-IS 1-95:US 20 Bus-nex 931 Whitley Farm Rd 2 C 53,144,000 $3.144,000
W0.16 While Memorial Church Rd-NC 210 Nwy-la1600rs-0ng Rd 10 C 54335,000 $4.335.000
WD-133adzson-King Rd:White Memorial Church Rd-NC50Hwy 8 C $1,017,000 52,617,000 .
W0111 Swift Creek Rd:US 30 Bus Hwy•ShortlsRRey Rd I C 51372,000 31372.000
WD.19 wihon's AMR 8P5 Upgrade(Additional Pump) 9 C 5235,000 __
$135,002
WD-10 East Clayton Elementary-Water line Replacement 9 R $260,000 5260,000
W621 Nydraulw Improvements/Lnoying Lines vanes 0/R 51,250,000 5250,000 5250,00D 5250,000 5250,000 5250000 5250,000 $250,000
Water quality Improvements to Elevated Storage Tanks-
WD-22 Aeration/Mixing/Ventilation 2 0 52.000,000 5400,000 5400,103 5402,000 $400,000 5400,000 .
OM1 Replace 12'50121 PVC lines In system 5 0 518A01000 51.000,000 $1.000,000 51,000.000 512300,000 S1,013000 51.000.000 51,000,000 51.00.000 51.000.000 51.000000 51,000,000 S1.000.000 51,00,000 51.000,000 51.000.000 51,00100 51,000000 51.000.000
0342 BPS Rebind 5 0 5310,000 580,00 $80,000 580•000 530.000 570,000
OM3 Master Meter Upgrades 5 0 5150,000 525.000 $25,000 $25.000 525,0E0 $25.000 525000
0144 Smart Meter Replacement 5 0 54.000,000 $1000.000 51,000,000 $1.03.00 51,000,003
OM5 New Customer Service Center)1/2 Con) 4 0 5150,000 5150,000
0146 Upgrade Meter Reading Hardware(1/2 Con) 4 0 $100.000 5100,000
OM2 Add Generator and BPSI in system(11) 8 R 5285,000 $235,000 -
OMR SCADA and Security Upgrades 4 0/R $1500000 51,500,030
0M9 Add Generator and A1S at Elevated Storage laths For SCADS IS) 8 R $100p10 5100,010
SRF Fees Na R 5379300 $76,300 50 5127,200 $151,800 $24,000 50 50 50 50 50 50, 50 50 50 50 $0 $0 50 50 50
Total Proposed Expenditures 566,113,600 510,085,300 52875,000 $10.612,200 513,1104,100 53,574,000 $3,902,000 51,00,000 $1,250,000 52,272.000 54,169,000 $1,330,000 $1,000,000 51,340,000 $1,250,030 51,080,000 51.025,000 51,250,000 $1,070,000 $1.025,000 51,320,000
O=Operational C•Capacity for Growth Re Resloency
Grant $0
c 2 5RF/ARPA/I1.14.-20 Yr. 53L $8,569,000 $0 $72310,000 $2,592,300 51,200,000 $2,617,000 SD SO S1,322.000 $3,144,000 $0 50 $0 50 50 $0 50 50 $D 50
'titilailWr4.11"*. Revenue Bond 50 $0 $0 53.70,00 $0 $0 $0 $0 50 $O $0 $0 50 SO 50 $0 50 50 50 $0
1S W..ie line 35 $30.069300i 51,516,300 52,875,000 $1,801,203 52.151,800 $2,674,000 51,285,000 51,400,000 $1,250,000 51,04000 51,025.00 $1,330,000 51,000,00 51,30,000 $1,250000 $1,080,000 51,025,000 51.250,000 51,070,000 51,025,00 51,320.020
TOTALS 510,0415,300 51.175.000 510,611.200 5/3,484100 53$14,000 $3,902,000 01.400,000 51.150,00 $2,2/2.000 $1,169,000 51.330000 01,000,000 51,30,000 51,250.000 51,0110,000 51.025,000 51,250,000 $1.070.000 $1,025,000 $1.320,000
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Tab 4 Water Supply
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Timothy G. Broome Water Treatment Plant(2010)
Since approval of the 2017 Capital Improvements Plan,the County made significant progress towards
increasing the capacity and resiliency of the County's water supply. The County's water treatment plant
was renamed the Timothy G. Broome Water Treatment Plant(TBG WTP) in honor of the longtime
Director of Infrastructure and Engineering for the County. Among his many accomplishments in service
to the County, he served as the original design engineer for the water treatment plant and driver of its
many upgrades.
The list below identifies the major water supply improvements undertaken since the last CIP with their
rounded construction cost and status.
Johnston County Public Utilities Tab 4 - 1
2022 Capital Improvements Plan

Recent Projects
WTP Filter Addition and Chemical Feed Improvements
Status: Complete
Contractor:State Utility Contractors, Inc.
Construction Contract: $6,514,800
Contract Completion Date:June 28, 2018
—Contract 1
WTP 12-14 MGD
TBGExpansion
Status: Complete
Contractor:Sanford Contractors, Inc.
Construction Contract: $2,761,000
Contract Completion Date: May 25, 2021
TBG WTP 12-14 MGD Expansion—Contract 1A—Claricone Additions
Status: Complete
Contractor: CB&I
Construction Contract: $1,297,000
Contract Completion Date:June 1, 2020
TGB WTP Efficiency Project
Status: Under Construction
Contractor: Dellinger, Inc.
Construction Contract: $4,214,900
Contract Completion Date: May 13, 2023
New agreement with the City of Raleigh—2.5 MGD of supply split between the US 70 Business
interconnection and the NC 231 interconnection. Expires in 2032.
New Agreement with Sampson County—Two new connections with Sampson County were able to
provide up to 0.5 MGD of water supply to Johnston County.
Revised Agreement with Wayne Water Districts—Extended purchase capacity by five years.
Proposed Projects
County staff derived the list of proposed water supply projects. Estimated project costs are based upon
recently bid projects in the County as well as projected near-term inflation rates for non-residential
construction. This Section includes a brief description of each project.
The report categorizes each project as either operation and maintenance (0), capacity building(C),or
resiliency(R). Some projects have components in more than one category, but are listed under their
Johnston County Public Utilities Tab 4 - 2
2022 Capital Improvements Plan

primary function. Projects are ranked from 0-5 with 5 being the highest in three categories: Provides
Needed Capacity, Improves Efficiency/Resiliency, and Increases Life of Asset.
The end of this section includes a summary table. The summary table includes major operation and
maintenance items not listed below but included for budgeting purposes.
WTP-1 Purchase Water Supply from Others—Even with new water supply agreements approved (listed
above),the Countyis pursuingadditional supplies from neighbors. One keyopportunity is to expand
PP g PP Y P
our purchase from Wilson to the 2.0 MGD threshold above which interbasin transfer regulations would
require a transfer certificate. (Estimated Cost-$2,500,000, Provides Needed Capacity(5), Improves
Efficiency/Resiliency(4), and Increases Life of Asset(1)).
WTP-2 Additional 4 MGD WTP Capacity and New Electrical Service (18 MGD total treatment capacity)
—The TGB WTP was designed with a maximum capacity of 12 MGD. The County squeezed an additional
2.0 MGD of treatment capacity out of the design for an overall rating of 14.0 MGD. Any further
expansion at this facility will require a new electrical service, expanded lab/operator space, and
additional residuals handling facilities to support the expanded treatment capacity. (Estimated Cost-
$40,000,000, Provides Needed Capacity(5), Improves Efficiency/Resiliency(4), and Increases Life of
Asset (1)).
WTP-3 New Raw Water Source,Storage and Transmission (30 MGD Capacity)—The latest long term
water supply projections show that the County will need to be able to supply 44 MGD on a maximum
demand day in 2042. The County's current withdrawal point on the Neuse River will not support that
use. The Countymust identifyanother supply. The Countyplansto developa second withdrawal point
in the lower part of the Neuse River near Richardson Bridge Road and use storage in two quarries near
Princeton. The County is also exploring off-stream storage along the Neuse River and further expanding
purchase contracts with our neighboring utilities. (Estimated Cost-$85,000,000 in three phases,
Provides Needed Capacity(5), Improves Efficiency/Resiliency(4), and Increases Life of Asset (1)).
WTP-4 Additional 8 MGD WTP Capacity(Total 26 MGD-34 MGD—42 MGD in total treatment capacity)
In order to meet the projected peak day demand of 44 MGD in 2042,the County will need to develop 24
MGD in additional treatment capacity. The new plant will draw supply from the source storage and
transmission facilities developed in the previous project(WTP-3). (Estimated Cost-$255,000,000 in
three phases, Provides Needed Capacity(5), Improves Efficiency/Resiliency(4), and Increases Life of
Asset (1)).
Johnston County Public Utilities Tab 4 - 3
2022 Capital Im rovements Plan
P P

2022 Capital Improvements Plan
Water Supply Projects
Fund 67
Rank
Project Description Pts Cat,Total Expend. 2022-23 2023-24 2024-25 2025-26 2026-27 2027-28 2028-29 2029-30 203031 2031-32 2032-33 2033-34 2034-35 2035-36 2036,37 2037-38 2038-39 2039-40 2040-41 2041-02
WTP-1 Purchase Water Supply from Others(Wilson,05 MG;Raleigh TOD) 10 C 52,500,000 52.503.000
Additional 4 MGD WTP Capacity and New Electrical Service(18 MGD)
Upgrade Existing Treatment Facilities-Includes new Lab/Operator
WTP-2 Space,second belt press,new scraper In second holding pond 10 C S40,003,000 540,000,000 - ,
New Raw Water Source,Storage and Transmission-approa 30 MGO
WTP-3 Capacity 10 C 585,000,000 150,000,000 $30.000.000 55,030,000
Additional 8 MGD WTP Capacity(26 MGD-34 MOO-42 MGD in total
WTP-4 capacity( 10 C 5255,000,000 $125,000,000 565,030,000 565,000,000
OM 1 Claricone Maintenance 5 0 51,015 000 535.000 $20.000 535.000 5175,000 $20,000 540,000 520,003 540,000 520,000 $40,000 520.000 0175,000 120.000 540,000 520,000 $40.000 520,030 540,003 520.003 5175,00
OM2 Replace Heavy Maintenance E9wpmenl(1/2 Cost) 5 0 $225.000 550,000 S25,000 550,000 $25,000 $25,000 $50000 _
OM] Asset Management Program(WTP Plant) 7 0 $250,000 5250.603
0M4 Leak Detection Program 7 0 $150,000 $150,000
0M5 SCAOA Upgrades 7 0 $3,500.000 51,000,0E0 52,500,000
OMR WTP Security Upgrades 4 0 $1,500000 $1,000,000 5500,000
OM? Rehab Esisiting Filters • 0 $2,070,000 $120,003 5150,000 $150,000 $150,000 51,503,00
OMB Replace Shark Scraper m Holding Pond 5 0 $1,500,000 $750,000 $750,00
SOF FEES n/a 0 $7,600,000 5800,000 50 $0 50 $0 $3,500,000 $0 50 $0 $0 50 51,900,6000 $0 50 50 50 $0 $0 $1.400,005
Total Proposed Expenditures $400,310,000 543,505,000 $1,340,000 S35,000 $200,000 520.000 5178590,000 520,000 5815,000 S20,000 $1,565,000 5170,000 $97,275,000 5170,000 $40,000 $29,000 $40,000 S20,000 540,000 $73,920,000 52,425,00
0e Operational Or Capacity for Growth R.Resiliency
SHF/ARPA/RIA-20 Or. 540,1100,000. $40,000,000 $0 $0 $0 $0 $0 $0 SO $0 $0 SO SD S0 SO SO SO SO $O SO $
Revenue Bonds $340,000,000 $0 $0 $0 $0 S0 5175,000,000 $0 $0 $0 $0 $0 S95,000,003 $0 $0 $0 SO $0 $0 S70,000,000 $
Cash/Outside Contributions 520,310,000 $3,585,000 $1,340,000 $35.000 5200,000 520,000 $3590,000 $20,000 S515.000 520000 $1,565,000 $170,000 $2,275,000 $170,000 $40,000 $20,000 $40,000 $20,000 S40,000 $3,920,000 52,425,00
000015 543,585,000 51,340,000 $35000 $200,000 $20,000 $1711,590000 $20,000 $816,000 $20,000 51,566,000 $170,000 $97,275,000 5170,000 540,000 520,000 $40,000 $20,000 540,010 $73,920000 $2,475000
4/26/2E

TAB 5
Wastewater Collection

Tab 5 Wastewater Collection
:01,40
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Construction of the Hunting Lodge WWPS,Part of the McGee's Crossroads Sewer Upgrade
Recent Projects
Since the 2017 Capital Improvements Plan,the County initiated several major wastewater collection
projects. The recent projects are listed below with their rounded construction cost and status.
Swift Creek Interceptor& Pump Stati
on
Status: Complete
Contractor:TA Loving Co.
Construction Contract: $3,553,200
Contract Completion Date:July 2, 2020
Johnston County Public Utilities Tab 5- 1
2022 Capital Improvements Plan

US70/70 Bus Interchange FM
Status: Complete
Contractor: Ralph Hodge Construction Co.
Construction Contract: $1,123,100
Contract Completion Date:August 28, 2020
Selma Equalization & Pumping Facility Flood Resiliency Project
Status: Complete
Contractor: Moffat Pipe, Inc.
Construction Contract: $1,1297,100
Contract Completion Date: March 1, 2021
Pine Level Sewer FM Replacement
Status: Under Construction
Contractor: Herring-Rivenbark, Inc.
Construction Contract: $2,196,100
Contract Completion Date:April 11, 2022
McGee's Crossroads Sewer Upgrade—Contract 1
Status: Complete
Contractor: Sanford Contractors, Inc.
Construction Contract: $4,599,000
Contract Completion Date: Project past contract date of November 24, 2021
McGee's Crossroads Sewer Upgrade—Contract 2—Middle Creek Interceptor
Status: Complete
Contractor:JF Wilkerson, Inc.
Construction Contract: $3,332,500
Contract Completion Date: October 2, 2021
Reedy Branch WWPS& FM
Status: Under Construction
Contractor:TA Loving Co.
Construction Contract: $15,422,000
Contract Completion Date: October 2, 2022
Landfill Sewage Pump Station &FM
Status: Complete
Contractor: Dellinger, Inc.
Construction Contract: $10,315,999
Contract Completion Date:September 1, 2023
Johnston County Public Utilities Tab 5- 2
2022 Capital Improvements Plan

New 16" FM to Buffalo WWPS
Status: Funded with 2021 Revenue Bonds—Design starting soon
Proposed Projects
County staff derived the list of proposed wastewater collection projects below. Estimated project costs
are based upon recently bid projects in the County as well as projected near-term inflation rates for
non-residential construction. This section includes a brief description of each project.
Each project is categorized as either operation and maintenance (0), capacity building (C), or resiliency
(R). Some projects have components in more than one category, but are listed under their primary
function. Projects are ranked from 0-5 with 5 being the highest in three categories: Provides Needed
Capacity, Improves Efficiency/Resiliency, and Increases Life of Asset.
The end of this section included a summary table and map of the proposed improvements. Major
operation and maintenance costs are included in the table for budgeting purposes, but not described as
capital projects below.
WW-0 Development Driven Upsizing—This category includes a number of projects. It is funding that
allows the County to participate in private development projects identified in the plan as being part of a
plan to serve the region. Spending in this category can vary greatly from year to year, but an average is
listed as a place holder for spending. (Cost $10,000,000 over the time period, Provides Needed Capacity
(3), Improves Efficiency/Resiliency (2), Increases Life of Asset (0))
WW-1. Four Oaks WWPS Upgrade—This station and downstream 6" force main were originally built in
1978. It includes an influent pump station, an equalization basin, and an effluent pump station. The
station originally pumped flow towards the Central Johnston County Regional WWPS but the County
diverted flow to the Town of Benson in 2006. The station currently pumps wastewater through an 8.2
mile 8-inch force main to the Town at 360 GPM. The Town of Benson cannot accept any additional flow.
The station can still pump to the County's system, but simultaneous when it is pumping to the Town of
Benson. The Town of Four Oaks needs a solution to expand their wastewater capacity. The proposed
project will modify the Four Oaks WWPS to pump in both directions simultaneously as well as upgrade
aging infrastructure. The new capacity of the station would be 810 gpm. (Estimated Cost$1,200,000,
Provides Needed Capacity(5), Improves Efficiency/Resiliency (4), Increases Life of Asset (4))
WW-2 Holt Lake WWPS& FM Upgrade—The Holt Lake WWPS is downstream of the Four Oaks WWPS.
It is currently rated at 300 GPM but is under loaded. However, the addition of 450 gpm from the Four
Oaks WWPS will require the station to be upgraded to 560 gpm. The approximately 4000 If of 6-inch
downstream force main will also need to be upsized to an 8-inch and include a bore under the railway.
The station and force main were both constructed in 1978. (Estimated Cost$880,000, Provides Needed
Capacity (5), Improves Efficiency/Resiliency(4), Increases Life of Asset (4))
WW-3 Relocate and Upgrade Neuse River WWPS— In 1978,the County placed the Neuse River WWPS
in operation. It is precariously located along US 301 on the south side of the bridge. Access to the site is
challenging. Furthermore,the building is in disrepair. NC DOT has a current project to replace the bridge
at this location. The proposed project moves and upgrades the station to 700 gpm and provide the
Johnston County Public Utilities Tab 5- 3
2022 Capital Improvements P'an

additional funds to upsize the approximately 3,700 If downstream force main from an 8-in to a 12-inch
line. This project includes partnering with NC DOT on a solution for the Neuse River Crossing. (Estimated
Cost$2,000,000, Provides Needed Capacity(5), Improves Efficiency/Resiliency(4), Increases Life of Asset
(5))
WW-4 New Interceptor from Duchess Downs to Adams Pointe Upsize Adams Point-Abandon Duchess
Downs PS-The County originally constructed as the Duchess Downs WWPS a temporary solution in
2007. There is only single phased power to the available site. The project includes approximately 8,000
If of new 12-inch gravity main to take flow from this area to the Adam Pointe WWPS. (Estimated Cost
$4,000,000, Provides Needed Capacity (5), Improves Efficiency/Resiliency(3), Increases Life of Asset(5))
WW-5 Upper Middle Creek Interceptor,Abandon Adams Pointe WWPS—This project will allow the
majority of wastewater flow in the Cleveland Area that is south of Cleveland School Rd.to flow by
gravity to the new Hunting Lodge Regional WWPS. The project opens up capacity for the entire
Cleveland Area by diverting some flow from the Josephine Rd.WWPS. It includes approximately 10,000
If of 16-inch and 24" gravity sewer. (Estimated Cost$7,000,000, Provides Needed Capacity(5), Improves
Efficiency/Resiliency (3), Increases Life of Asset(5))
WW-6 Gravity Lines to Abandon Southgate& East Point WWPS—Short sections of gravity mains will
connect these two pump stations to the new gravity interceptor in the region, allowing the County to
decommission the pump stations. (Estimated Cost$2,000,000, Provides Needed Capacity(5), Improves
Efficiency/Resiliency(3), Increases Life of Asset(5))
WW-7 Upgrade Wilson's Mills WWPS& FM Connection—The County originally constructed the
Wilson's Mills WWPS in 2007 as an 180gpm station. The Town recently partnered with the County to
construct a sewer system and growth has increase significantly. The station is fully allocated and needs
to be upgraded. The proposed project increases the capacity of the station to 1,000 gpm. (Estimated
Cost$-1,750,000, Provides Needed Capacity(5), Improves Efficiency/Resiliency(1), Increases Life of
Asset (4))
WW-8 New Regional WWPS at 1-95 & FM (Selma)—This project is a partnership with the Town of Selma
and the Eastfield development to a much needed increase in capacity in the region and to separate the
flow in the Selma and Smithfield service areas.The new South Selma Regional WWPS will serve Selma
and Pine Level while opening capacity for the Town of Smithfield service area downstream. (Estimated
Cost-$3,500,000, Provides Needed Capacity(5), Improves Efficiency/Resiliency(1), Increases Life of
Asset (2))
WW-9 Upgrade Selma Equalization& Pumping Facility—In order to meet growth needs of the Town of
Smithfield and to accommodate the flow from Pine Level,the Selma Equalization and Pumping facility
must be upgraded. (Estimated Cost$3,200,000, Provides Needed Capacity(5), Improves
Efficiency/Resiliency (3), Increases Life of Asset (3))
WW-10 Pine Level WWPS Upgrade—The Pine Level WWPS was originally built in 1978 as a dry pit
submersible station with slots for three pumps. The Countylater modified the station to allow pumping
p p p p g
in series to increase the capacity of the station to 350 GPM. The County recently upsized the 6-inch
downstream force main to a 12-inch to allow the station to be rerated to 700 gpm. The proposed
project replaces the pumps and generator and upgrades the electrical and control system at the station
Johnston County Public Utilities Tab 5-4
2022 Capital improvements Plan

to increase the pump capacity of the station to 1000 gpm. (Estimated Cost-$1,000,000, Provides
Needed Capacity (4), Improves Efficiency/Resiliency (2), Increases Life of Asset (4))
WW-11 US 70 Bus 16" FM from US 70 to Swift Creek Rd.—As flow increases from Flowers Plantation
and the area served by the East Clayton Elementary School WWPS,the County will need a parallel 16-
inch FM along US 70 business from the interchange with US 70 to Swift Creek Rd. (Estimated Cost-
$3,456,000, Provides Needed Capacity (4), Improves Efficiency/Resiliency (4), Increases Life of Asset (1))
WW-12 Equalization at the Reedy Branch Regional WWPS—As peak demands grow in the basin, peak
flow will surpass the capacity of the downstream force main. Adding Equalization at the pumping
station will reduce the peak load and allow the station and downstream force main to manage peaks by
pumping for a longer period of time at a lower rate. (Estimated Cost-$1,200,000, Provides Needed
Capacity(4), Improves Efficiency/Resiliency (3), Increases Life of Asset (4))
WW-13 Leachate Diversion to the New 210 WWTF—When the County chose to site the new 210 WWTF
next to the Landfill, it created the opportunity to better treat leachate collected from the Landfill cells.
This project diverts leachate from the Landfill Sewage Pumping Facility to a tank at the 210 WWTF
designed to handle the high strength waste using an existing force main. This new project will require a
new pump station. (Estimated Cost -$400,000, Provides Needed Capacity (2), Improves
Efficiency/Resiliency (4), Increases Life of Asset (2))
WW-14 West Johnston HS Sewer Connection Relocation &319 Insertion Valve—The proposed project
includes approximately 500 If of 4-inch force main from the West Johnston High School WWPS into the
new force main recently constructed as part of the McGee's Crossroads Sewer Upgrade as a remedy to a
pressure problem in the system. It also includes an insertion valve that allows for flow from the 319
WWPS to be diverted during an emergency. (Estimated Cost-$105,000, Provides Needed Capacity (1),
Improves Efficiency/Resiliency (5), Increases Life of Asset (4))
WW-15 Winston Pointe WWPS& EQ Upgrade—As part of the agreement with Carolina Water Service
to serve the Winston Point development,the County agreed to participate in the upgrade of the
Winston Points WWPS and downstream facilities. While the developer is upgrading the station, the
County will use the opportunity to improve the efficiency and extend the life of the station by adding a
grinder and corrosion control chemical feeds. The County must also upsize the downstream facilities to
accommodate the flow. (Estimated Cost -$1,000,000, Provides Needed Capacity (4), Improves
Efficiency/Resiliency (3), Increases Life of Asset (4))
WW-16 Swift Creek Rd West Side Sewer Connection—The section of the Town of Wilson's Mills and
the County's service area along US 70 to the west of Swift Creek Rd can be diverted to the Reedy Branch
WWPS once it and the 210 WWTF are operational. The project will require approximately 600 If of 10-
inch force main to connect to an existing manhole and 1,300 If of 4-inch force main to divert flow from
the Girsberger WWPS. (Estimated Cost-$500,000, Provides Needed Capacity (4), Improves
Efficiency/Resiliency (3), Increases Life of Asset (1))
Johnston County Public Utilities Tab 5- 5
2022 Capital Improvements Plan

2022 Capital Improvements Plan
Wastewater Collection Projects
Fund 68
Pane
Prefect 0e00790100 Pts Cat 50104 Expend 202213 202324 2024-25 2025-26 202527 202E-211 202629 2022-30 2030-31 203132 2032,33 2033-34 2032-35 2035-36 2036-37 203234 1032-33 203940 2040a1 20411E
04W-I 000da303w2 Orisen 0304423955e0 5 C S10,010,000 5500p00 5500003 5503,000 $500,000 5500.003 3500,000 5504000 5500000 5504000 S500,000 $500000 55090* 3500,000 550.000 0504000 5500,000 55000* 0500,000 0500.000 $500,000
WW.1 FOR Oab WWPS Upgrade 13 C 51200.000 51200,003
WW-2 Non late PAWS i FM Upgrade 13 C $004000 SW10A00
WW1 Relocated and Upgrade newt Pryer W W P5 14 C 52,000,000 $2.004000 '
InterceptorNew n e Upt teAdaams Po nteWwPS n-Aba d n
WWJ Dunn,Downs P5 13 C $1 ,000 54,004000
Upper Menne Creek Interceptor,abandon Adams
W W'S Point WW1, 13 C 52,004000 57,000,0110
'Grants Ines m abandon Southgate i East Fain
WWi WWP5 13 C 522100,000 52300000
WW2 Uwrde Wilsoni NOW WWPS 0 FM Connection 10 C $3,750,000 $1750,000 52.000.000
WW-1 New Reyonal WWP5 at 495 i WA 15etnal a C 33,503.000 53500000
WW-3 charade Seim EqoalloWe i9rhaM Fald*F 11 C 93,200,000 53.20A00
wW 10 Pine Level W WP5 brlprwemen0 10 C 51000P00 51,000,000
WW-11 US20 Ow 16-FM Ir0m US 7030 Sadh Creak ad 9 C 53.452600 53,256000
W W 22 330413 tion at We Reedy)rands Regional WWP5 II C 51,204000 51.200.000 ,
WW-13 Leachate Owen.to neea 210 WW3F ■ 0 5404000 5400,000
Weft Johnston N5 Saws.Connect.Ilebotbn■
N.12 314insenon Valve 10 C 5105200 5105,000
W,nnn,Pointe WWPS i EO Upgrade 11 0 51000.000 510030*
W W-16 5w,ft Gnt Rd Wen Side Sewer Connections $ C $304000 53o0p00
222001411 WWP5 3e7l40e00e1U0e5214l04130000 5 0 5100,000 5250,00 5250200 5250.000 5234000 5250,003 52500* $250,000 5500,000 5250,000 $250,000 52500* 51500* 3250000 55000* 5500,000 5500.000 05003300 $500,00 5500,003 5500000
WV/0612 odor Control Feuipemnt atWWFS2 3 0 $144301 5]1000 522P03
WWOM3 Fora Main Replacement s 0 $5.2340.0 5254000 $250,0013 $250A00 5250000 ST50030 5350000 5250003
WW01.4 Sawn Rehab Protons 5 0 50,030,0m $1,000,000 31004000 SI100.0013 51000030
WW0615 Collection System Scada i Security Upgrade. 4 0 54,000000 32,503,000 $1.000A00 55004100
WW0116 Aeplace Ken./Maim...EWIP1,ere)lT2 Cost) 2 0 $225,000 554W0. $23,000 550A00 525,000 525,030 550.000
WW0132 None Customer Serene CNdn(s/2 con) 3 0 5154000 5154000
WW0M11 Upgrade Mete.Read*rgWdwatel514 Ceet) 3 0 $124000 51200013
FnMno SN Closing Fees N4 C $61,00 564,000 50 50 50 Sp 5O 50 $0 50 SO 50 50 50 50 50 SO 50 50 SO SO
Total Proposed Expenditures 365,944,0LO 519,969,000 51,522,00E 512,028,000 5225,000 51750,000 52,000,00 31,500,0* 01225,000 53,250,000 $2,525,000 5250,0G 5000,000 52,500,000 51,000,000 55,02,002 51,250,000 52,04,0* 51,000,0* 51,250,000 51,500,000
03 Operational Co Capacity for Growth 3=Recillen13
Grant ��������5�p3y
SAL/WNW/1•20 yr. S3,20114 S3300,003 5O 50 SO 50 $0 50 SO 50 SB s0 sB SO $0 s0 50 50 SO 50 $0
Reven Bonds a SO So SO 50 So
ue $0 $0 50 50 50 SO 50 50 50 SO 50 50 SO 50 50
6200/0,211e C77tn...10ns 562,2a4000 S16.769,000 32,522000 S12,022,1100 5225000 S1,750,000 S2,800,000 $1,500,000 52,225,000 53,750,000 52,525,000 $750,000 $800,000 52500,000 51,000,000 51,000,000 51,250,000 52,0002100 51,000,000 51,750,000 51500,000
TOTALS $11969,000 $2,572,000 S11022,000 $225,000 51,750000 $2,200,000 $1,500,003 $2,225,000 53,750,000 $2,525,000 $750,060 $200,000 $2,500,000 $1,000,000 51,000,000 S1,750,000 52,004000 $1,001000 $1750,000 51,500,000

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2022 CIP Sewer Map
I March 2022
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TAB 6
Wastewater Treatment

Tab 6 Wastewater Treatment
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Central Johnston County Regional Wastewater Treatment Facility(ClCRWWTO—Smithfield, NC
Recent Projects
Since the 2017 Capital Improvements Plan,the County made significant progress towards increasing the
capacity and resiliency of the County's wastewater treatment facilities. The recent projects are listed
below with their project cost and status.
Johnston County WWTF Flood Mitigation Project
Status: Complete
Contractor:TA Loving Co.
Construction Contract$2,040,700
Contract Completion Date: September 1, 2021
Johnston County Public Utilities Tab 6 - 1
2022 Capital Improvements Plan

210 WWTF—4MGD expandable to 24 MGD
Status: Under Construction
Contractor: Adams Robinson, Inc
Construction Contract$68,754,000
Contract Completion Date: June 21, 2024
210 WWTF Biosolids Dewatering Facility&Solids Handling Improvements
Status: Under Construction
Contractor: Wharton-Smith, Inc.
Construction Contract$25,097,000
Contract Completion Date: April 19, 2024
Proposed Projects
County staff derived the list of proposed wastewater collection projects. Staff updated estimated
project costs based upon recently bid projects in the County as well as projected near-term inflation
rates for non-residential construction. A summary table and a brief description of each project is
included in this section.
The report categorizes each project as either operation and maintenance (0), capacity building(C),or
resiliency(R). Some projects have components in more than one category, but are listed under their
primary function. Projects are ranked from 0-5 with 5 being the highest in three categories: Provides
Needed Capacity, Improves Efficiency/Resiliency, and Increases Life of Asset.
A summary table is provided at the end of the section.
WWTF-1 Improvements to the Existing CJCRWWTF—The County plans to phase out operation of the
existing Central Johnston County Regional Wastewater Treatment Facility(CJCRWWTF) over time.
Furthermore,the County will convert the facility to an equalization and pumping facility much like the
Selma Equalization & Pumping Facility. With that in mind, proposed improvements to the treatment
capacity of the CJCRWWTF will be limited to those that align with the long term plan. The plant was not
originally constructed with grit removal equipment as is typical and recommended for most modern
plants of this size. This creates ongoing major maintenance problems.A new preliminary treatment
facility with grit removal and screens is a major component of this project and will serve the facility well
as it is transitioned into an equalization and pumping facility. The other major component of this project
includes an overhaul of the electrical and control system and conversion of the SCADA to match the
other plants in the County. (Estimated Cost-$10,620,000, Provides Needed Capacity(1), Improves
Efficiency/Resiliency(3), Increases Life of Asset(3))
WWTF-2 New Effluent Force Main &Dechlorination Facility—A necessary component of the new 210
WWTF is a new effluent force main,with a terminus at the cascade aerator at the Neuse River. This
project also includes dechlorination facilities just upstream of the cascade aerator with a roadway and
electrical service to the facility. (Estimated Cost-$10,320,000, Provides Needed Capacity(1), Improves
Efficiency/Resiliency (3), Increases Life of Asset(3))
Johnston County Public Utilities Tab 6 - 2
2022 Capital Improvements Plan

WWTF-3 Asset Management/CMMS—The Public Utilities Department has started an initiative to
inventory, assess, quantify and track maintenance needs in all of its facilities. The first phase of the
project included software selection and adding the wastewater collection system and the water
distribution system to the program. The next steps will add the existing plants and the new 210 WWTF.
The cost associated with the inventory and assessment of the CJCRWWTF is shown for next fiscal year.
Adding the 210 WWTF information to the CMMS program should be much less involved, as the
contractor will provide as much of the information, and the initial condition will not need to be
assessed. FY 24-25 includes that cost. (Estimated Cost-$500,000, Provides Needed Capacity(1),
Improves Efficiency/Resiliency(4), Increases Life of Asset(4))
WWTF-4 Nitrogen Strategy for 13.5 MGD—Discharging into the Neuse River basin requires a Nitrogen
allocation. The County currently owns or is under contract to purchase enough nitrogen to support a
13.5 MGD discharge. The project allows the existing CJCRWWTF to be temporarily rerated to a 9.5 MGD
capacity. (Estimated Cost-$3,256,000, Provides Needed Capacity (5), Improves Efficiency/Resiliency(3),
Increases Life of Asset(3))
WWTF-5 NPDES Permitting& Nitrogen Strategy for 16 MGD- Permitting additional discharge into the
Neuse River Basin with the NPDES permitting group is a vigorous process. It involves a justification of
the need and cost as well as a full environmental assessment. In the Neuse River Bain, it also includes a
plan for staying within the County's nitrogen allocation. A small portion of this project cost includes
consulting work necessary to develop an expansion plan and obtain a permit. The majority of the cost
assigned to this project is to pursue the Nitrogen Strategy to be able to treat 16 MGD. (Estimated Cost
-$7,000,000, Provides Needed Capacity(1), Improves Efficiency/Resiliency (3), Increases Life of Asset
(3))
WWTF-6 Upgrade the 210 WWTF to 8 MGD(decommission 1.5 MGD at CJCRWWTF=Total 16 MGD)
Once the County secures the NPDES permit (WWTF-4),the County could expand the 210 WWTF to 8
MGD and continue to treat up to 8 MGD at the CJCRWWTF. (Estimated Cost-$24,000,000, Provides
Needed Capacity(5), Improves Efficiency/Resiliency (3), Increases Life of Asset(3))
WWTF-7 Upgrade the 210 WWTF to 12 MGD(decommission 2 MGD at Existing Facility=Total 18 MGD)-
As demand for wastewater treatment in the County increases,the 210 WWTF must be expanded. This
expansion adds 4 MGD in treatment capacity to the 210 WWTF while decommissioning 2 MGD at the
CJCRWWTF,further progress in the County's goal to move all treatment out of the floodplain.
(Estimated Cost-$30,000,000, Provides Needed Capacity (5), Improves Efficiency/Resiliency(3),
Increases Life of Asset(3))
WWTF-8 Upgrade 210 WWTF to 20 MGD The proposed project will move all treatment to the 210
WWTF and increase the County's overall treatment capacity to 20 MGD. (Estimated Cost-$50,000,000,
Provides Needed Capacity (2), Improves Efficiency/Resiliency (3), Increases Life of Asset(3))
WWTF-9 Convert CJCRWWTP to an Equalization & Pumping Facility—The County will convert the
CJCRWWTF to an equalization and pumping facility primarily to serve the Towns of Smithfield and Four
Oaks. (Estimated Cost-$10,000,000, Provides Needed Capacity(1), Improves Efficiency/Resiliency(3),
Increases Life of Asset(3))
Johnston County Public Utilities Tab 6 - 3
2022 Capital Improvements Plan

Capital Improvements Plan
Wastewater Treatment Projects
Fund 68
Project Description I Rank Pts. Cat Total Expend. 2022-23 2023-24 2024-25 2025-26 2026-27 2027-28 2028-29 2029-30 2030-31 2031-32I 2032-33 2033-34 2034-35I 2035-36I 2036-371 2037-38 2038-39 2039-40 2040-41 2041-42
Improvements to the Existing
❑CRW WTF including additional PTF
Improvements,VFDs,SCADA,Security,
WWTF-1 Blower and electrical improvements 7 0/R $10,620,000 $10,620,000
New Effluent Outfall Line&Dechlor
WWTF-2 Facility 7 C $10,320,000 $10,320,000
Asset Management/CMMS for the
WWTF-3 WWTF 9 0/R $500,000 $400,000 $100,000 _
WWTF-4 Nitrogen Strategy for 13.5 MGD 11 C $3,256,000 $3,256,000 -.
•
NPDES Permitting&Nitrogen Strategy
WWTF-5 for 16 MGD 7 C $7,000,000 $3,500,000 $3,500,000
Upgrade the 210 WWTF to 8 MGD
(decommission 1.5 MOD at Existing
WWTF-6 Facility=Total 16 MOD) 11 C/R $24,000,000 $24,000,000 - -
Upgrade the 210 WWTF to 12 MGD
(decommission 2 MGD at
WWTF-7 GCRWWTF=Total 18 MGD) 11 C/R S30,000,000 _$30,000,000
WWTF-8 Upgrade the 210 WWTF to 20 MOD 8 C/R 550,000,000 $50,000,00(
Convert CCRWWTP to Equalization&
WWTF-9 Pumping Facility 7 C/R $10,000,000 $10,000,00C
New Blowers for Blower Building 2-
OM-1 Existing Plant 5 0 $3,000,000 $3,000,000 ,
Rehab Aeration Basins at Smithfield
Plant-Replace Diffusers in 4,5,&7&DI
OM-2 headers in 04 5 0 $1,200,000 $1,200,000
OM-3 UV Bank Replacement 5 0 $500,000 $500,000
New Chemical Tanks-Hypochlorite,
Ferric&Caustic,Methanol+Methanol
OM-4 Pumps 5 0 $300,000 $300,000
Clarifier Drive&Scraper Replacements
OM-5 (4 total) 5 0 $1,050,000 $350,000 $350,000 $350,000
Finance SRF Closing Fees n/a C $2,098,800 $898,800 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,200,00C
Total Proposed Expenditures $153,844,800 $49,494,800 $3,500,000 $3,600,000 $0 $3,000,000 $1,550,000 $0 $300,000 $0 $0 $30,850,000 $0 $0 $0 $0 $350,000 $0 $0 $0 $61,200,000
Grant $0
SRF/ARPA/WA-20 Yr, $105,440,0001 $45,340,000 $0 $100,000 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $60,000,00C
Revenue Bonds $30,000,0061; $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $30,000,000 $0 $0 $0 $0 $0 $0 $0 $0 SC
Cash/Outside Contributions $18,404,800 $4,154,800 $3,500,000 $3,500,000 $0 $3,000,000 $1,550,000 $0 $300,000 $0 $0 $850,000 $0 $0 $0 $0 $350,000 $0 $0 $0 $1,200,00C
TOTALS $49,494,800 $3,500,000 $3,600,000 $0 $3,000,000 $1,550,000 $0 $300,000 $0 $0 530,850,000 $0 $0 $0 $0 $350,000 $0 $0 $0 $61,200,000

, „
TAB 7
R eclai med Water
Distribution

Tab 7- Reclaimed Water Distribution
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Reclaimed water irrigation at the Country Club of Johnston County and the Johnston County Landfill
Recent Projects
In the past five years,the County undertook one major reclaimed water distribution improvements
project. The County is constructing the extension of reclaimed water to the Garrett Wildflower Farm
and access to Cleveland Road as part of the Reedy Branch WWPS& FM project listed in Tab 5.
Proposed Projects
The list below described the proposed reclaimed water projects. County staff updated project cost
estimates based upon recently bid projects in the County as well as projected near-term inflation rates
for non-residential construction.
Each project is categorized as either operation and maintenance (0), capacity building(C), or
resiliency (R). Some projects have components in more than one category, but are listed under
their primary function. Projects are ranked from 0-5 with 5 being the highest in three
categories: Provides Needed Capacity, Improves Efficiency/Resiliency, and Increases Life of
Asset.
The end of this section includes a summary table and map of the proposed improvements.
RCW-1 Extend RCW to Lampe& Malphus Lumber—The project will extend reclaimed water across
Market Street and under the Railway to the Lampe & Malphus Lumber Company. The County designed
this project as part of a previous reclaimed water distribution expansion, but the project could not be
risingin the Neuse River basin, using
within the budget. With the cost of nitrogen allocation
reclaimed water to support area businesses is a mutually beneficial proposition. (Estimated Cost
$1,400,000, Provides Needed Capacity (3), Improves Efficiency/Resiliency (2), Increases Life of
Asset (2))
RCW-2 Extend RCW to Hospital Area-As using reclaimed water to support the operation of chillers and
boilers becomes a more common application,we hope to find partners in the hospital area to use
reclaimed water for these purposes. (Estimated Cost $1,000,000, Provides Needed Capacity (3),
Improves Efficiency/Resiliency (2), Increases Life of Asset (2))
Johnston County Public Utilities Tab 7- 1
2022 Capital Improvements Plan

2022 Capital Improvements Plan
Reclaimed Water Distribution Projects
Fund 68
Rank
Project Description Pts. Cat Total Expend. 2022-23 2023-24 2024-25 2025-26 2026-27 2027-28 2028-29 2029-30 2030-31 2031-32 2032-33 2033-34 2034-35 2035-36 2036-37 2037-38 2038-39 2039-40 2040-41 2041-42
Extend RCW to Lampe&
RCW-1 Malphus Lumber 7 C $1,400,000 $1,400,000
Extend RCW to Hospital
RCW-2 Area 7 C $1,000,000 $1,000,000
Finance SRF Closing Fees $2,400,000 $0 $28,000 $20,000 SO $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Total Proposed Expenditures $4,800,000 $0 $1,428,000 $1,020,000 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
0=Operational C=Capacity for Growth R=Resiliency
Grant $0
SRF/ARPA/IIJA-20 Yr. $2,400,000 $0 $1,400,000 $1,000,000 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Revenue Bonds Sail $0 $0 $0 SO $0 $0 $0 $0 $0 $0 SD $0 $0 $0 $0 S0 $0 $0 SO $0
Cash/Outside Contributions $48,000 $0 $28,000 $20,000 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
TOTALS $0 $1,428,000 $1,020,000 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
4/26/202:

TAB8
Financial Analysis

- Fin nce
Tab 8 a
tJJ_),,�� JOHNSTON COUNTY �r
LAND USE CENTER
+q ..
-00
Johnston County Land Use Center
The County operates the water and wastewater systems as self-supporting enterprise funds and
contributes no tax revenue or income to these enterprise funds.The funds are organized as follows:
• Water Fund (Fund 67)—This fund accounts for the operation of the County's water
treatment/supply(including bulk water purchases) and major transmission facilities.The fund
includes expenses and revenues related to the bulk water customers, including the County's
water districts.
• Wastewater Treatment Fund (Fund 68)—this fund accounts for the operation of wastewater
treatment and collection for County retail and bulk sewer customers.
• Water District Operating Fund (Fund 69)—This fund accounts for the operations and activities of
the water districts for the County.The water districts provide retail water service to customers
within the County's service area, and the water districts are bulk water customs of the County's
Water Fund.
Income
System Development Fees
On April 8, 2016, in the case of Quality Built Homes, Inc. v.Town of Carthage, (766 S.E. 2d 897),the
North Carolina Court of Appeals held that the Town of Carthage possessed authority to charge "impact
fees" for water and sewer services. However, on August 16, 2016,the North Carolina Supreme Court
reversed the North Carolina Court of Appeals' decision and held that the Town did not possess authority
to charge impact fees for water and sewer services.Although there were many different factors
influencing this decision,the result generated a significant amount of confusion and concern for
governmental utility systems with the State.
Johnston County Public Utilities Tab 8 - 1
2022 Capital Improvements Plan

Subsequently,the General Assembly of North Carolina enacted House Bill 436,which included a general
statute under Section 1 Chapter 162A, Article 8 for the development of"system Development Fees"
(herein referred to as"Chapter 162A")that impacts all governmental entities in North Carolina who
assess fees for the recovery of capital cost associated with new development and system growth. As
defined in Chapter 162A, a system development fee ("SDF") is a charge or assessment for service
imposed with respect to new development to fund cost of capital improvements necessitated by and
attributable to such new development,to recoup costs of existing facilities which serve such new
development,or a combination of those costs. Based on requirements of Chapter 162A,the calculation
of the SDFs must employ generally accepted accounting,engineering and planning methodologies
including the buy-in method, incremental or marginal cost method and combined cost method.
In 2018 and updated again in 2019, a County-engaged consultant completed an SDF analysis for the
County, in accordance with Chapter 162A. Following the public input and public hearing process
required by Chapter 162A,the Johnston County Board of Commissioners adopted water and sewer
system development fees.
Retail Customer Fees and Charges
The County's retail customer rate structure includes connection fees and monthly service charges as
follows:
• One-time Connection Fees for new customers of the system, including:
System Development Fees (SDF)are a one-time charge implemented to recover the costs
associated with capital investments made to provide transmission and treatment capacity.The
County charges System Development Fees to all new customers in relation to the potential
demand each new customer places on the water or sewer system.
A Tap Fee recovers the cost of the lateral connection for water and sewer service.The County
charges this fee whenever the County installs the connection to the water or serer system, but
waives the fee when the developer hires a licensed utility contractor to make the connection.
A Meter Fee recovers the cost of the water meter when the County installs a new water tap.
• Monthly Bills, including:
All customers pay a monthly bill which includes a base fee and a commodity charge calculated
from individual meter readings. The County adopted the fee structure during the formation of
the rural water districts.The intent of the fee structure was to apply the base bill revenues to
repay the debt incurred constructing the system and to apply the commodity charge revenues
to fund the water production, distribution, operation and maintenance and customer service
required for daily operations. Customer service includes meter reading, service initiation and
disconnection, account maintenance, billing and customer relations.
The County reads retail customer service meters monthly and mails bill in two separate billing
cycles through the month.The Public Utilities Department collects payments based on due
dates the 10th and 25th of each month. Bills are due on the "Due Date" printed on the front of
their monthly billing statement.The"Johnston County Water and Sewer Policies"give the
County authority to charge a non-payment penalty of$50.00.
Johnston County Public Utilities Tab 8 - 2
2022 Capital Improvements Plan

Disconnect fees collected from users help fund the additional customer service required to
maintenance these accounts.
• Monthly Miscellaneous Charges, as applicable:
Hydrant Meter Charges, including bae service and commodity for customers using approved
temporary fire hydrant meters (example, water haulers).
Standby Fire Hydrant and Fire Connection Charges assessed to customers with standby fire
hydrants installed on their property or sprinkler systems for fire protection.
Bulk User Fees
The County provides bulk water supply and bulk wastewater treatment to many Towns within the
County, Fuquay-Varina, and two large private utility companies. Bulk customers pay an initial capacity
fee to support the infrastructure needed to serve their needs and a commodity charge per thousand
gallons of services used each month. A nominal base fee is paid each month to cover the customer
support required to maintenance the accounts. Commodity charges per thousand gallons used in a bulk
contract are less than for our residential and business customers, because they do not include the
maintenance of service lines, individual meter reading, and customer service.
Investment Income
The enterprise funds comprise the Public Utilities portfolio include a reserve fund. This fund is
necessary for sound financial management and to support a strong bond rating. Upon receiving prudent
advice from the County's Finance Department,the County placed these funds in a secure but interest
yielding account. Interest received is included as income in the Public Utilities budget.
Rate Setting
Base bills,capacity fees, SDFs, and commodity charges are set to cover the debt repayment, operation
and maintenance projects,and the projects identified in the Capital Improvements Plan. The County
worked with Wildan Financial Services to develop a rate setting model easily adjustable to the
Department's changing needs. They also prepared the Department's SDF calculations to meet the
statue's requirement. The third vital service Wildan Financial Services provided included the financial
analysis required to initiate the Department's first ever bond issuance.
The financial models are only as good as the information used to develop them. The County and
consultant use many factors in the modeling. Predicted customer growth, bulk customer need
forecasting, projected cost of operations and maintenance and customer service needs,the capital
improvements plan, and the type of financing used to support capital projects are all considered in the
model to set fees.
The Department's investment in the asset management/CMMS program will allow for significantly
improved forecasting of operations and maintenance cost and staffing needs.
Johnston County Public Utilities Tab 8 - 3
2022 Capital Improvements Plan

Up-to-date CIPs allow the County to set SDF and bulk capacity fees so growth pays for growth to the
extent possible. Using predictive models for capital project needs such as the ongoing Long-Range
Water Supply Study,the updated County's water distribution model and the wastewater model of
critical basins are crucial to developing the project list. Staff relies heavily on previous studies to
develop projects to improve resiliency,security,water quality, and wastewater treatment capacity
needs.
Predicting the cost of the projects recommended in the studies for this report is challenging. Material,
shipping and labor costs associated with non-residential construction have been rising at an
unprecedented rate. Delays in material supplies are extending project timeframes which also increase
project costs. These same factors also impact the cost of operation and maintenance of the existing
system. Staff project costs increased in the CIP from previous studies. Due to the volatility in the
market, adjustments higher or lower to the plan and the financial models may be required at more
frequent intervals than previously considered.
The County's Audited Financial Statements and Comprehensive Financial Reports include the Public
Utilities annual budget,which can be viewed on the County's website,www.johnstonnc.com, under the
Finance Department's heading. The Department's current policies and fees are online at the Public
Utilities link on the same website, under the Water and Sewer Customer Information heading. This tab
includes Wildan Financial Services' latest rate model presentation to the County's Board of
Commissioners.
Johnston County Public Utilities Tab 8 - 4
2022 Capital Improvements Plan

JOHNSTON COUNTY,NC
CAPITAL FUNDING ALTERNATIVES ANALYSIS
SUMMARY OF FUNDING SCENARIOS
2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031
Case 1 -$79M SRF Loan 20-Yr Level Debt,Revenue Bonds Level Debt 1
Fund 67-Water
Water-Base Bulk 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
O&M and Capital Charge 0.00% 6.00% 6.00% 6.00% 6.00% 6.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Contract Services 0.00% 6.00% 6.00°a 6.00% 6.00% 6.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Fund 68-Sewer
Retail Min Charge $ - $ 0.50 $ 0.50 S 0.50 S 1.00 $ - $ - $ - $ - $ - $ -
Retail Volume Charge 0.00% 5.00% 5.00% 5.00% 6.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Bulk Base Charge 0.00% 5.00% 5.00% 5.00% 6.00°%0 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Bulk Transmission 0.00% 5.00% 5.00% 5.00% 6.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Bulk Treatment 0.00% 5.00% 5.00% 5.00% 6.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Fund 69-Water District
Retail Min.Charge S - S 1.00 S 1.00 $ 1.00 $ 1.00 $ 1.00 $ - $ - $ - $ - $ -
Retail Volume Charge 0.00% 6.00% 6.00% 6.00% 6.00% 6.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Debt Service Coverage
Coverage-Parity N/A 11.34 12.60 9.04 5.96 6.33 5.25 5.26 5.10 5.08 5.06
Coverage Target-Parity 1.75 1.75 1.75 1.75 L75 1.75 1.75 1.75 1.75 1.75 L7S.1
Coverage-All Debt 1.52 1.69 1.84 1.82 144 1.52 1.50 1.51 1.49 1.50 1.54
Coverage Target-All Debt 1.50 1.50 1.50 1.50 L50 1.50 1.S0 1.50 1.50 1.50 1.501
Liquidity Metrics
Days Cash on Hand-Oper.Fund 653 631 553 572 588 612 645 664 692 731 753
Targeted Days Reserve-Operating Fund 180 180 180 180 180 180 180 180 180 180 189
Days Cash on Hand-Oper.&SDF Fund 783 751 604 648 645 653 697 737 771 819 843
Targeted Days Reserve-Operating&SDF Fund 360 360 360 360 360 360 360 360 360 360 3601
Case 2-$79M SRF Loan 20-Yr Level Debt,Revenue Bonds Wrapped
Fund 67-Water
Water-Base Bulk 0.00% 0.00% 0.00% 0.00°0 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
O&M and Capital Charge 0.00% 5.50% 5.50% 5.50% 5.50% 5.501% 0.00% 0.00% 0.00% 0.00% 0.00%
Contract Services 0.00% 5.50% 6.00°. 5.50% 5.50% 5.50% 0.00% 0.00% 0.00% 0.00% 0.00%
Fund 68-Sewer
Retail Min Charge $ - $ 0.50 S 0.50 $ 0.50 $ 1.00 $ - $ - $ - $ - $ - $ -
Retail Volume Charge 0.00% 4.50% 4.50% 4.50% 5.50% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Bulk Base Charge 0.00% 4.50% 4.50% 4.50% 5.50%, 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Bulk Transmission 0.00% 4.50% 4.50% 4.50% 5.50% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Bulk Treatment 0.00% 4.50% 4.501' 4.50% 5.50% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
Fund 69-Water District
Retail Min.Charge $ - $ 1.00 $ 1.00 $ 1.00 S 1.00 $ 1.00 $ - $ - $ - $ - $ -
Retail Volume Charge 0.00% 5.50% 5.50% 5.50% 5.50% 5.50% 0.00% 0.00% 0.00% 0.00% 0.00%
Debt Service Coverage
Coverage-Parity N/A 11.02 12.19 8.74 6.51 6.89 5.60 5.61 5.43 5.40 5.36
Coverage Target-Parity 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75
Coverage-All Debt 1.52 1.68 1.82 1.79 1.45 1.53 1.51 1.51 1.49 1.50 1.54
Coverage Target-All Debt 1.50 L50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
Liquidity Metrics
Days Cash on Hand-Oper.Fund 653 630 549 564 581 604 636 653 680 716 737
Targeted Days Reserve-Operating Fund 180 180 180 180 180 180 180 180 180 180 180
Days Cash on Hand-Oper.&SDF Fund 783 750 600 641 638 646 688 726 759 805 8
Targeted Days Reserve-Operating&SDF Fund 360 360 360 360 360 360 360 360 360 360 3
Willdan Financial Services Page 1 of 10 1-.2021

EXHIBIT 2 I Case 1-$79M SRF Loan 20-Yr Level Debt,Revenue Bonds Leve..,v... I
PROJECTED OPERATING RESULTS
COMBINED FUNDS 67,68&69
Adj.Budget Test Year Projected For Fiscal l ear Ending June 30:
Line Description
2021 2022 2023 2024 2025 2026 2027 i 2028 2029 2030 2031
REVENUES
USER RATE REVENUES:
Fund 67:
1 Bulk Water Sales $ 6,574,830 $ 7,429,290 $ 8,120,320 $ 8,860,610 $ 9,566,380 $ 10,451,280 $ 10,991,160 $ 11,267,910 $ 11,645,050 $ 11,929,180 $ 12,476,140
2 Water District Water Sales 5,798,980 6,508,380 7,179,260 7,817,480 8,471,140 9,176,220 9,372,660 9,569,300 9,765,550 9,918,590 10,062,760
3 Contracted Water Service 2,706,190 3,037,210 3,350,310 3,648,140 3,953,200 4,282,230 4,373,910 4,465,680 4,557,270 4,628,660 4,695,950
4 Total Fund 67 User Revenues $ 15,080,000 $ 16,974,880 $ 18,649,890 $ 20,326,230 $ 21,990,720 $ 23,909,730 $ 24,737,730 $ 25,302,890 $ 25,967,870 $ 26,476,430 $ 27,234,850
Fund 68:
5 Wholesale-Wastewater $ 7,880,450 $ 10,197,760 $ 12,013,710 $ 13,070,660 $ 14,364,430 $ 14,904,880 $ 15,205,850 $ 15,515,880 $ 15,835,510 $ 16,126,290 $ 16,422,400
6 Retail Sewer Sales 5,650,940 6,389,470 7,156,990 7,839,420 8,521,490 8,753,420 8,991,440 9,197,490 9,408,880 9,624,830 9,846,100
7 Total Fund 68 User Revenues $ 13,531,390 $ 16,587,230 $ 19,170,700 $ 20,910,080 $ 22,885,920 $ 23,658,300 $ 24,197,290 $ 24,713,370 $ 25,244,390 $ 25,751,120 $ 26,268,500
Fund 69:
8 Base Fee Revenues $ 9,433,860 $ 10,378,310 $ 11,342,430 $ 12,207,280 $ 13,047,010 $ 13,913,190 $ 14,211,560 $ 14,510,230 $ 14,808,310 $ 15,040,440 $ 15,259,020
9 Retail Water Sales(Volumetric) 8,735,610 9,712,070 10,671,410 11,564,260 12,488,300 13,489,920 13,779,360 14,069,090 14,358,260 14,583,730 14,796,200
10 Total Fund 69 User Revenues $ 18,169,470 $ 20,090,380 $ 22,013,840 $ 23,771,540 $ 25,535,310 $ 27,403,110 $ 27,990,920 $ 28,579,320 $ 29,166,570 $ 29,624,170 $ 30,055,220
11 TOTAL USER RATE REVENUES $ 46,780,860 $ 53,652,490 $ 59,834,430 $ 65,007,850 $ 70,411,950 $ 74,971,140 $ 76,925,940 $ 78,595,580 $ 80,378,830 $ 81,851,720 $ 83,558,570
OTHER REVENUES:
Fund 67:
12 Fund Balance Appropriated $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0
13 Capacity Fee 2,150,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000
14 Transfer From SDF Fund for Debt Payment 0 0 0 0 0 0 0 0 0 0 0
15 Investment Income-Fund 69 LOB Interest 857,483 1,148,088 1,118,740 1,084,192 1,044,684 998,644 948,194 894,614 839,963 778,594 712,446
16 Transfer from Fund 69 For Various Loans 1,327,885 1,969,364 1,935,357 1,913,436 1,891,015 1,803,094 1,782,923 1,772,252 1,765,131 1,752,959 1,744,788
17 NCDOT Reimbursements 0 0 0 0 0 0 0 0 0 0 0
18 Misc Revenue 0 0 0 0 0 0 0 0 0 0 0
19 Water Tap Fees 425,000 425,000 425,000 425,000 425,000 425,000 425,000 425,000 425,000 425,000 425,000
20 Reconnect Fees 160,000 160,000 160,000 160,000 160,000 160,000 160,000 160,000 160,000 160,000 160,000
21 Investment Income 0 0 0 0 0 0 0 0 0 0 0
Fund 68:
22 Fund Balance Appropriated $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0
23 Developer Contributions 0 0 0 0 0 0 0 0 0 0 0
24 Transfer From Prior Year SDF Fund For Debt 0 0 0 0 0 0 0 0 0 0 0
25 Septic Tank Dumping 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000
26 SW Leachate 42,000 42,000 42,000 42,000 42,000 42,000 42,000 42,000 42,000 42,000 42,000
27 Biosolids 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000
28 Bulk Capacity Purchases 300,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000
29 Wholesale-Wastewater 0 0 0 0 0 0 0 0 0 0 0
30 Capital Commodity Surchrg 0 0 0 0 0 0 0 0 0 0 0
31 Misc Revenue 0 0 0 0 0 0 0 0 0 0 0
32 Pretreatment Fees 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000
33 Assessment Fees 0 0 0 0 0 0 0 0 0 0 0
34 SDF Fees 1,000,000 3,200,000 3,200,000 2,700,000 2,400,000 2,400,000 2,400,000 2,400,000 2,400,000 2,400,000 2,400,000
35 Sewer Tap Fees 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000
Willdan Financial Services Page 2 of 10 2/17/2021

EXHIBIT 2 I Case 1-$79M SRF Loan 20-Yr Level Debt,Revenue Bonds Level Debt
PROJECTED OPERATING RESULTS
COMBINED FUNDS 67,68&69
Adj.Budget Test Year Projected
r ed Fnr Fiscal
I" ear Ending June 30:
I t: 1),s,ripti„n 2021 2022 2023 2t124 2025 20262027 2028 2029 2030 2031
Fund 69:
36 Misc Revenue $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0
37 Rents&Concessions 31,000 31,000 31,000 31,000 31,000 31,000 31,000 31,000 31,000 31,000 31,000
38 Retail Water Sales 0 0 0 0 0 0 0 0 0 0 0
39 SDF Fees 2,000,000 4,125,000 3,795,000 3,495,000 3,195,000 3,195,000 3,195,000 3,195,000 3,195,000 3,195,000 3,195,000
40 Water Tap Fees 0 0 0 0 0 0 0 0 0 0 0
41 Assessment Fees 0 0 0 0 0 0 0 0 0 0 0
42 New Meter Fees 446,250 446,250 446,250 446,250 446,250 446,250 446,250 446,250 446,250 446,250 446,250
43 Monthly Base Fees 0 0 0 0 0 0 0 0 0 0 0
44 Investment Income 0 0 0 0 0 0 0 0 0 0 0
45 Fund 69 Approp.69.6900.33990 497,466 0 0 0 0 0 0 0 0 0 0
46 TOTAL OTHER REVENUES $ 9,537,084 $ 15,046,702 $ 14,653,347 $ 13,796,878 $ 13,134,949 $ 13,000,988 $ 12,930,367 $ 12,866,116 $ 12,804,344 $ 12,730,803 $ 12,656,484
47 TOTAL REVENUES S 56,317,944 $ 68,699,192 $ 74,487,777 $ 78,804,728 $ 83,546,899 $ 87,972,128 $ 89,856,307 S 91,461,696 S 93,183,174 S 94,582,523 $ 96,215,054
OPERATING&MAINTENANCE:
Fund 67:
48 Department 7810-Utility $ 640,690 $ 662,500 $ 685,070 $ 708,430 $ 732,620 $ 757,660 $ 783,580 $ 810,410 $ 838,200 $ 866,970 $ 896,760
49 Department 7820-Water Treatment 9,302,013 9,836,660 10,345,320 10,865,550 11,358,620 11,895,270 12,515,810 13,094,980 13,725,830 14,359,170 15,080,840
50 Department 7825-Laboratory Services 221,885 230,920 240,360 250,230 260,540 271,320 282,580 294,390 306,730 319,650 333,160
5I Department 7830-Water Transmission 2,211,529 2,272,840 2,336,040 2,401,190 2,468,370 2,537,600 2,608,990 2,682,630 2,758,550 2,836,850 2,917,560
52 Department 7835-Waterline Construction 1,656,214 1,710,080 1,597,270 1,802,780 1,861,730 1,922,700 1,985,760 2,050,970 2,118,420 2,188,190 2,260,340
53 Department 7850-Retail Water 1,731,969 1,803,610 1,863,530 1,954,520 2,044,620 2,132,130 2,221,410 2,314,510 2,411,620 2,512,870 2,616,040
54 Plus Additional Labor/FTEs in FY 2022 0 0 435,708 450,960 466,740 483,080 499,990 517,490 535,600 554,350 573,750
Fund 68:
55 Department 7900-Operations Utility $ 551,825 $ 570,980 $ 590,790 $ 611,280 $ 632,520 $ 654,490 $ 677,240 $ 700,800 $ 725,200 $ 750,430 $ 776,550
56 Department 7910-Wastewater Treatment 3,601,867 3,828,670 4,019,430 4,168,240 4,321,300 4,480,310 4,625,550 4,775,630 4,931,630 5,091,280 5,256,950
57 Department 7920-Wastewater Transfer 3,461,913 3,541,750 3,556,310 3,633,160 3,712,410 3,794,240 3,877,030 3,962,460 4,050,720 4,141,660 4,235,590
58 Department 7950-Wastewater Lab 281,045 291,720 302,810 314,350 326,360 338,860 351,860 365,430 379,540 394,240 409,550
59 Department 7970-Retail Sewer 1,450,563 1,519,450 1,579,810 1,630,180 1,681,990 1,735,680 1,786,360 1,838,660 1,892,850 1,948,370 2,005,850
60 Plus Additional Labor/FTEs in FY 2023 0 0 253,180 262,040 271,210 280,700 290,520 300,690 311,210 322,100 333,370
Fund 69:
61 Service Meters $ 870,000 $ 900,450 $ 931,970 $ 964,590 $ 998,350 $ 1,033,290 $ 1,069,460 $ 1,106,890 $ 1,145,630 $ 1,185,730 $ 1,227,230
62 State Sales Tax 0 0 0 0 0 0 0 0 0 0 0
63 County Sales Tax 0 0 0 0 0 0 0 0 0 0 0
64 Contract Services 2,706,190 3,037,210 3,350,310 3,648,140 3,953,200 4,282,230 4,373,910 4,465,680 4,557,270 4,628,660 4,695,950
65 Water Purchases 5,798,980 6,508,380 7,179,260 7,817,480 8,471,140 9,176,220 9,372,660 9,569,300 9,765,550 9,918,590 10,062,760
66 County Capacity Fee 0 0 0 0 0 0 0 0 0 0 0
67 Sampson Interconnect 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000
68 Transfer for WL Ext 590,450 590,450 590,450 590,450 590,450 590,450 590,450 590,450 590,450 590,450 590,450
69 Water Dist Debt 0 0 0 0 0 0 0 0 0 0 0
70 Transfer to 67 For Various Loans 1,327,885 1,969,364 1,935,357 1,913,436 1,891,015 1,803,094 1,782,923 1,772,252 1,765,131 1,752,959 1,744,788
71 Total O&M $ 36,455,018 $ 39,325,034 $ 41,842,975 $ 44,037,006 $ 46,093,185 $ 48,219,324 $ 49,746,083 $ 51,263,622 $ 52,860,131 $ 54,412,519 $ 56,067,488
72 NET REVENUES AVAILABLE FOR DEBT $ 19,862,926 $ 29,374,158 $ 32,644,802 $ 34,767,722 $ 37,453,714 $ 39,752,804 $ 40,110,224 $ 40,198,074 $ 40,323,043 $ 40,170,004 $ 40,147,566
73 Transfer to Fund 67/From 69 for Debt 85,000 200,000 225,000 250,000 200,000 200,000 200,000 200,000 200,000 200,000 466,735
74 Transfer from Fund 68 for Debt Payment 0 150,000 150,000 900,000 1,500,000 2,000,000 2,000,000 2,000,000 2,000,000 2,500,000 2,500,000
75 FUNDS AVAILABLE FOR DEBT SERVICE $ 19,947,926 $ 29,724,158 $ 33,019,802 $ 35,917,722 $ 39,153,714 $ 41,952,804 $ 42,310,224 $ 42,398,074 $ 42,523,043 $ 42,870,004 $ 43,114,301
Willdan Financial Sery Pa; 10 2/17/2021

EXHIBIT 2 I Case 1-S79M SRF Loan 20-Yr Level Debt,Revenue Bonds Leve..,�...
PROJECTED OPERATING RESULTS
COMBINED FUNDS 67,68&69
IIIII Dcccription Adj.Budget 1 cst 1 ear Projected For Fiscal\'ear Ending,.Tune 30: �- _.
2021 i 2022 2023 1 2024 i 2025 2026 2027 2028 2029 2030 1 2031
DEBT SERVICE
Parity Indebtedness
76 Future Debt(Rev Bonds)-Fund 67 $ 0 $ 0 $ 0 $ 0 $ 1,184,156 $ 1,184,156 $ 1,652,832 $ 1,652,668 $ 1,653,897 $ 1,654,031 $ 1,653,070
77 Future Debt(Rev Bonds)-Fund 68 0 1,909,358 1,909,358 2,834,888 4,084,742 4,084,456 4,576,735 4,577,985 4,628,403 4,628,314 4,642,287
78 Future Debt(Rev Bonds)-Fund 69 0 681,442 681,442 1,010,312 1,011,702 1,012,488 1,412,045 1,411,622 1,619,200 1,623,105 1,638,056
79 Total Parity Indebtedness $ 0 $ 2,590,800 $ 2,590,800 $ 3,845,200 $ 6,280,600 $ 6,281,100 $ 7,641,613 $ 7,642,275 $ 7,901,500 $ 7,905,450 $ 7,933,413
Other/Subordinated Indebtedness
80 Existing Debt-Fund 67 $ 5,683,106 $ 6,272,350 $ 6,211,757 $ 6,189,136 $ 6,177,209 $ 6,137,815 $ 6,062,694 $ 6,013,823 $ 6,015,256 $ 6,017,135 $ 5,988,192
81 Existing Debt-Fund 68 2,711,897 3,476,651 3,434,941 3,064,317 3,028,295 2,995,027 2,289,255 2,274,485 2,249,413 1,937,393 1,253,122
82 Existing Debt-Fund 69 4,700,574 5,042,861 5,487,024 5,592,566 5,577,069 5,525,040 5,458,601 5,409,033 5,403,394 5,401,035 5,365,196
83 Future Debt(SRF)-Fund 67 0 0 0 0 0 0 0 0 0 0 0
84 Future Debt(SRF)-Fund 68 0 0 0 49,253 4,487,308 4,487,308 4,487,308 4,557,669 4,557,669 4,557,669 4,557,669
85 Future Debt(SRF)-Fund 69 0 0 0 317,328 387,690 655,625 725,986 796,347 866,708 937,069 1,007,430
86 Future Debt(WIFIA)-Fund 67 0 0 0 0 0 0 0 0 0 0 0
87 Future Debt(WIFIA)-Fund 68 0 0 0 0 0 0 0 0 0 0 0
88 Future Debt(WIFIA)-Fund 69 0 0 0 0 0 0 0 0 0 0 0 1
89 Total Other/Subordinate Indebtedness $ 13,095,577 $ 14,791,862 $ 15,133,722 $ 15,212,600 $ 19,657,570 $ 19,800,814 $ 19,023,843 $ 19,051,357 $ 19,092,440 $ 18,850,301 $ 18,171,609
90 Total-All Indebtedness $ 13,095,577 $ 17,382,662 $ 17,724,522 $ 19,057,800 $ 25,938,170 $ 26,081,914 $ 26,665,456 $ 26,693,632 $ 26,993,940 $ 26,755,751 $ 26,105,021
DEBT SERVICE COVERAGE
91 Coverage on Parity Indebtedness N/A 11.34 12.60 9.04 5.96 6.33 5.25 5.26 5.10 5.08 5.06
92 Coverage on All Indebtedness 1.52 1.69 1.84 1.82 1.44 1.52 1.50 1.51 1.49 1.50 1.54
93 NET REVENUES BEFORE TRANSFERS $ 6,852,349 $ 12,341,496 $ 15,295,280 $ 16,859,922 $ 13,215,544 $ 15,870,890 $ 15,644,768 $ 15,704,442 $ 15,529,103 $ 16,114,253 $ 17,009,280
TRANSFERS&OTHER EXPENDITURES
94 Transfer to Fund 65 from Fund 67 $ 129,455 $ 133,990 $ 138,680 $ 143,530 $ 148,550 $ 153,750 $ 159,130 $ 164,700 $ 170,460 $ 176,430 $ 182,610
95 Transfer to Fund 65 from Fund 68 117,200 121,300 125,550 129,940 134,490 139,200 144,070 149,110 154,330 159,730 165,320
96 Transfer Out to SDF Fund 3,000,000 7,325,000 6,995,000 6,195,000 5,595,000 5,595,000 5,595,000 5,595,000 5,595,000 5,595,000 5,595,000
97 Other 60,000 0 14,000 1,580,000 0 0 20,000 0 0 0 0
98 Total Transfers&Other Expenditures $ 3,306,655 $ 7,580,290 $ 7,273,230 $ 8,048,470 $ 5,878,040 $ 5,887,950 $ 5,918,200 $ 5,908,810 $ 5,919,790 $ 5,931,160 $ 5,942,930
99 FINAL BALANCE $ 3,545,694 $ 4,761,206 $ 8,022,050 $ 8,811,452 $ 7,337,504 $ 9,982,940 $ 9,726,568 $ 9,795,632 $ 9,609,313 $ 10,183,093 $ 11,066,350
Willdan Financial Services Page 4 of 10 2/17/2021

EXHIBIT 2 I Case 1 -$79M SRF Loan 20-Yr Level Debt,Revenue Bonds Level Debt I
PROJECTED OPERATING RESULTS
COMBINED FUNDS 67,68&69
Adj.Budget ! Test bear Projected For Fiscal fear Ending dune 30;
Lin, Description
_-_2021 2022 2023 2024 2025 2026 2027 2028 L 2029 2030 2031 J
RESERVE FUND BALANCES
100 Beginning Fund Balance S 61,864,246 $ 65,209,940 $ 67,980,976 $ 63,383,626 $ 68,972,078 $ 74,291,581 $ 80,816,521 $ 87,950,089 $ 93,237,722 $ 100,289,035 $ 108,964,128
101 Transfer From Operating Budget 0 0 0 0 0 0 0 0 0 0 0
102 Remaining Operating Balance 3,545,694 4,761,206 8,022,050 8,811,452 7,337,504 9,982,940 9,726,568 9,795,632 9,609,313 10,183,093 11,066,350
103 Capital Expenses Funded From Reserves (200,000) (1,990,170) (12,619,400) (3,223,000) (2,018,000) (3,458,000) (2,593,000) (4,508,000) (2,558,000) (1,508,000) (4,333,000)
104 ENDING RESERVE FUND BALANCE $ 65,209,940 $ 67,980,976 $ 63,383,626 $ 68,972,078 $ 74,291,581 $ 80,816,521 $ 87,950,089 $ 93,237,722 $ 100,289,035 $ 108,964,128 $ 115,697,478
RESTRICTED SDF FUND BALANCE(AU Funds)
105 Beginning SDF Fund Balance $ 14,895,337 $ 13,010,337 $ 12,885,337 $ 5,806,337 $ 9,251,337 $ 7,146,337 $ 5,495,587 $ 7,105,527 $ 10,236,827 $ 11,375,027 $ 13,148,227
106 Transfer In-SDF Revenues 3,000,000 7,325,000 6,995,000 6,195,000 5,595,000 5,595,000 5,595,000 5,595,000 5,595,000 5,595,000 5,595,000
107 Transfer Out-For Debt Payment (85,000) (350,000) (375,000) (1,150,000) (1,700,000) (2,200,000) (2,200,000) (2,200,000) (2,200,000) (2,700,000) (2,966,735)
108 Capital Funded From SDF Reserves (4,800,000) (7,100,000) (13,699,000) (1,600,000) (6,000,000) (5,045,750) (1,785,060) (263,700) (2,256,800) (1,121,800) (2,026,100)
109 ENDING RESERVE FUND BALANCE $ 13,010,337 S 12,885,337 $ 5,806,337 $ 9,251,337 $ 7,146,337 $ 5,495,587 $ 7,105,527 $ 10,236,827 $ 11,375,027 $ 13,148,227 $ 13,750,392
110 Days Cash on Hand(Reserve Fund Only) 653 631 553 572 588 612 645 664 692 731 753
111 Days Cash on Hand(Reserve Fund&SDF Fund) 783 751 604 648 645 653 697 737 771 819 843
Willdan Financial Servi Pal 0 2/17/2021

Johnston County, NC - Capital Financing Alternatives Analysis W
WILLDAN
' Dashboard - All Funds Combined Financial Services
c: Case 1 - $79M SRF Loan 20-Yr Level Debt, Revenue Bonds Level Debt
Reserve Fund Balance Capital Projects
$140.00 $120.00 -
$120.00 $100.00
N$100.00 I
, N $80.00 1--C $80.00 11 , ' ' , , 0 $60.00
$60.00 I I I I I I • I I I I $a°.00 ,
$no.00 ! , , • • • $20.00
.____ •
$20.00 i -- — _ — $0.00 - - _ .....
$0.00 I , _' , , ,_ -, _, _ , _ 01'i 01'b ,,13 O,.. 01h oyO O,t1 O,tiO o10 ,,,50 O,,,'Y
, 't. ?+ b y O 1 % 0 O 'y "c ti ti 1• ti ti ti ti ti ti 1.
,t01' ,t01' ,t01' ,t01' ,y01' ,L01' ,101' ,2' ..„, ,ti0'' „:, .New SFR Debt ■Revenue Bonds ,W IFIA Funding ■SDF Reserves
NM End of Yr Fund Balances ,—_'Target Balance ix Grants Operations/Other Funds Appropriated
Projected Operating Results Debt Service
$12,000,000 i $30.00
$10,000,000 $25.00 I I 1 1 I 1
$8,000,000 VI $20.00 1 1 1 1 1 1
$6,000,000 1 1 1 I I O $15.00
$4,000,000 1 1 1 1 1 1 1 1 $1U.DD 1111: 1 1 1 1 1 1 1 1 1 1
$2,000,000 r1 1 I 1 1 I 1 1 I 1 $5.00
$D - -s-- 1 1.. -I. . _ lull1 $0.°° 1- -_I.- I--_ i-1- --I--- - . i -I
ti ti '6 b O O 1 O �i ' 'ti otiti e• 64' O4' o, O4) O,ti1 o4' o4' O4' O4).
oti oti ory oti Ory Ory Oti Oti Oti O 03 1, ,y 1. 'L , ti ti ti 1' 1, ti
ti ti ti ti ti ti ti 1- ti ti ti
•All Systems •Existing Debt ■New SFR Debt 0 New Rev Bonds 3 New WIFIA Debt
Debt Service Coverage-Parity Debt Service Coverage-All Debt
16.00 2.00
12.00 1.50 ! I
0.50 1111111111
4.00 I ■ ■ ■ • ■ •
I---
e,ti1- 'Sa '� O140O r ,yb ,,', 1,b ,yh ,yO ,Y't ,y0 ,y0 n,0 ,y',
9 01' :61 01' 01' 01' 01" 6i 01' Q O� 1. 10 1. 1. 10 4' p p p .O 19
1• ti ti le 1- le -Pi) ti ti ti ti
Targeted Coverage-Parity Targeted Coverage-All Debt ——Minimum Requirement
oniDays of Cash Reserves-Operating Fund Days of Cash Reserves-Oper. &SDF Fund
900 } 900 _
750 = 750 : 1
6°° 1 1 1"1-1— 1 11111
450 1 1 1 1 1 11 1 1 11
iii 300 1 I 1 1 1 1 1 1 1 1
150
0 --...1. 11. -_-I ------- -- --------- — ----- -- -- 150 - 1- -. . ----. ___-1- I -- - -- - -1
,t't. 1" 17 4' 1' ,tiO 11 1O 10' ',o '�~ 1' 11" 1O 1a 17 19 ,tit 1, ,50 'b..'
,t0 ,t0 10 10 10 10 10 10 10 10 10 1O 10 10 10 10 10 19' 19 10 10 10
imiTargeted Days Reserve-Operating Fund Targeted Days Reserve-Operating&SOF Fund

- �`l;\ Johnston County, NC - Capital Financing Alternatives Analysis WILLDAN
- - -, W
�' i s Dashboard - Fund 67 (Water) Financial Services
.,., Case 1 - $79M SRF Loan 20-Yr Level Debt, Revenue Bonds Level Debt
Reserve Fund Balance Capital Projects
$18.00 $35.00
$16.00 $30.00
$14.00 $25.00
$12.00
C 510.00 • 111 I • • • I. r if N$20.00
$6.00 IIIIINNIEN 7.C$50.00
$'00 so INN emoss 2
it . ■ ■ ■ ■ I III I $5.00 I
$2.00 II ■ ■ ■ II ■ ■ II50.00 ME - -
$0.00
'v 'L '� b y O 1 6 9 0 'Y
01~ O� 013 0;0 9'0 01b 91) 01$ 91O a ,65i
Ory Oti O~ t. O'L. O~ . 01 01' 9. On, 'L 'L 'L 'L 'L 'L 'L 'L 'L 'L 'L
ti ti ti ti ti ti ti ti ti ti ti
End of Yr Fund Balances Target Balance •Revenue Bonds II New SFR Debt •SDF Reserves ■Operations/Other •Funds Appropriated
lwM
Projected Operating Results Debt Service
$1,500,000 $9,000,000
$1,000,000 $8,000,000
::: - --' " - .--.
1111111111"-, 1"'7 ■ ■ ■ ■ ■ ■ ■ ■ ■$5,000,000$4,000,000
$3,00o. 1 ■ ■ ■ ■ I I I I ■ ■
$1,000,000 I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
$ 000,000 1 I I I I I I I I I I
51,500,000 $11,.000,000
$2,000,000 $0
N'' NV ti� 'Lb 'yh tib 10 'tit '1?) NC' ni ,t1 17 ti� tib '� 04 ti0 4, ,�O ,-
■Water ■Existing Debt •New SFR Debt a New Rev Bonds s New WIFIA Debt
Debt Service Coverage-Parity Debt Service Coverage-All Debt
8.00
7.00 2.00
6.00
5.00
4.00
3.00
1.00 OM OD
2.00
1.00
0.00 - 0.00
'601) 't�1,' ry01, ryO"10 ti01, tiO'0 ti011 ti01, ti01, tio'� tiO3~ ti0~~ tiOryry tiO1, ryO,vb ti�1, tiOvO ti0%) tiO4' ti019 b04' 'Lo3ti
. .Targeted Coverage-Parity
2021 2022 2023 2024 L 2025 2026 J 2027
Water-Base Bulk 0.00% 01 J 0.00% 4 .I 0.00% '�I j 0.00% r' I j 0.00% '4� LI 0.00% ..4I I i 0.00% 01.�
O&M and Capital Charge 0.00% 4 ' 6.00% r-]-'I I LI 6.00% rr'1'II�� J 6.005 'I LI 4'I II 11 6.00% 'I r ' 0.00% I
Contract Services 0.00% 0 J 6.00% 'I I LI 6.00% r'I I,i i 6.00°A r'I`- LI 5.00% •'I I� 'I 6.00% r:I I j 0.00%
2028 2029 2030 r rrr+++ 2031 2032 2033 2034MA
Water-Base Bulk 0.00% III ' 0.00% of ' 0.00% 'I ► 0.00% 01 ► 0.00% '' ' 0.00% .1-A 0.00% 7 a'
O&M and Capital Charge 0.00% 4 ' 0.00% Ill ' 0.00% III ' 0.00% II ' 0.00% A ' 0.00% I 'i 0.00% jJ
Contract Services 0.00% lr ' 0.00% 4 ' 0.00% I'I I I. 0.00% ' ' 0.00% ''II ' 0.00% j/�� Li 0.00% i4 1
2035 2036 '' 2037 2038 2039 I 2040 J 'I 2041 J
Water-Base Bulk 0.00% 4 Lk 0.00% ,I' LI 0.00% 0.00% 'I I LI 0.00% 4 If 0.00% 'I I LI 0.00% 1,4,
O&M and Capital Charge 0.00% 4 �! 0.00% 'I 1 LI 0.00% +1114
�I J 0.00% ;Id� � 0.00% ,�I �I j 0.00% it 4 !1 0.00% 4 j
Contract Services 0.00% 4 0.00% 41 1-J 0.00% '1 l4 LI 0.00% �l I ►i 0.00% rr'I 1��--�� A 0.00% j 0.00% id J.

. Johnston County, NC - Capital Financing Alternatives Analysis WILLDAN
d
`4�„a�• W
Dashboard - Fund 069 (Water District Retail)
:s,. � ' Case 1 - $79M SRF Loan 20-Yr Level Debt, Revenue Bonds Level Debt Financial Services
;
Reserve Fund Balance Capital Projects
$50.00 $35.00
$30.00
$40.00
$25.00
_ $30.0o C S20.00 -
O O_SS5.00
$20.00 11 1 1 1 1 1 1 1 1 1 =$$5.00
SSo.00 . m - - -
$0.00 - , , ' ' , ' ' , 1 $0.00 titi 1~ ti� ,tb ,yh 1'o tit .y0 .t9 ,,O ,�Y
O O •O O O O O O O O O
'Y .v 0 b h b 1 4 A O 'r '1• 1• 1• ti ti ti ti ti ti ti ti
01' 01' 01' 01' 01' 01' 01' 01' 01' O� O� a Revenue Bonds ■New SFR Debt ■SDF Reserves
'1. h 'E 'Y Balances'Y -= 1• 1• 1• 1•
�End of Yr Fund Target Balance •0.eratlons/Other •Funds Appropriated •Grants
Projected Operating Results Debt Service
$4,500,000 $9.00
$4,000,000 $8.00
$3,500,000 , , . . $6•�
IIIIINNIN
$3,000,000 , . . . , . L $5.00
1
$2,500,000 '
$2,000,000 r-11111111111111111111
$1,soo,000 I1 . tt11 IN , '
N N . 1 , t N
1 . ■ 1 E0I1111 ■ ■ ■ ■ ■ ■
$2.00
$1,000,000
1 II I II I tl , I , I I ' . I N , , N
I
SsoD.00 ■ ■ III II ■ ■ II I
S II ■ ■- ■ 1 ■ N _ l ■ _
SO 1 'L , b 0 6 1 4 A O W
,y'Y ,y'1. ,yro .t0, 4, 4' 4) 1� 4" ,,,0 01' 1. 1. 1. t. 1. ,t•01' -I. 1, 1. 1.. 1.
4' 4' 4' 4' A° ,t0 .0 4' 4' 4" 4'
■Water ■Existing Debt •New SFR Debt ®New Rev Bonds •New WIFIA Debt
Debt Service Coverage-Parity Debt Service Coverage-All Debt
20.00 3.00
18.00
16.00
14.00 2.00
12.00
10.008.00 I I I • U P P
6.00 M M II I II E 1.00 •
2.00 � 1I I U I I • I • I 111111 1111
0.00 �-- _. _ `_--`_.-�-- _� _.t all
__ 0.00
,y ry ?, b b 1 b of O 'y 'Y ti 7 b 0 b 1 0 of O S
, 01' 01" , ,. .,, , ' 01' O� 0� I. . 01' 01' 0~ 0~ 01' 01' 01' O� 0�
'1r 'L 'L 'Y 'L '1. '1. 'L 'L 'L 1• 'L ti ti 1• ti 1• ti ti 1• 1• ti
Targeted Coverage-All Debt - Minimum Requirement
Targeted Coverage-Parity
AWWA Factors(Y/N) NO
Years to Phase In 5
2021 --Ell 2023 2024 2025 2026 2027
Retail Min.Charge $ - 4 I] - 1.00 4 ' S 1.00 III ' - J 4' ' 4' ' S 1 On .4 $ - r 1 H
ii
Retail Volume Charge 0.00% 4 J 6.00% ' 6.00% ' 'I f J o.009,, �► 6.000 ' 0.00%
2028 2029 2030 2031 2032 2033 I 2034 J
Retail Min.Charge $ - II ' $ - 4 r $ - 4 ' $ - 4 ► $ _ 4 I, $ _ 4 I. $ _ 11
Retail Volume Charge 0.00% A ]. 0.00% 4 ' 0.00% 4 r
' 0��%. ' ' 0.00% 4 ► 0.00% 4 ► 0.00%
e
2035 2036 2037 2038 2039 I 2040 l 2041
Retail Min.Charge $ - 4 t $ - 4 ) $ - ,4 ' $ - 4 4 $ - 4 ► $ - 4 ' $ - 14 I.
Retail Volume Charge 0.00% 14 ' 0.00% 4 ' 0.00% 4 ' 0.00% ' 0.00% 1 4 _ 0.00% 44 1 0.00% 4 '

Johnston County, NC - Capital Financing Alternatives Analysis WILLDAN
li Financial Services
Dashboard - Funds 67 & 69
�.�a .,;: Case 1-$79M SRF Loan 20-Yr Level Debt, Revenue Bonds Level Debt
7'.0Reserve Fund Balance Capital Projects
$60.00 $40.00
$35.00
$50.00 $30.00
,. vt $40.00 $25.00
I
C sn
C $20.00
JtIJI
, , I I _ $15.00
$20.00 1 I , , , ,•$3000 N. • • ■ I I I I I $5.00 �_
LAMPAIL
$0.00 - - 1 1_ 1 .I_ _ - -_ - __- le le le le le le 10') ry0'ti0 1e le If
If't� ,��• ,ti'S 1a 1h 16 11 ti0 1�' �O 3y Revenue Bonds '+New SFR Debt •SDF Reserves
,ti0 ,ti0 10 if ,ti0 'ti0 ,ti0 'ti0 10 10
End of Yr Fund Balances Target Balance ■Operations/Other .Funds Appropriated B Grants
Projected Operating Results Debt Service
$6,000,000 $18.00
$16.00
$5,000,000 $14.00
ti $4,000,000 c$12.00 ■ ■ ■ ■ ■ ■ ■ ■ ■
C$10.00
$3,000,000 '0 $B.00 ' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
I $2000,000
-r'' 1 1 I 1 1 I 1 1 2 $6.00 i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
$4.00i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
$DI1111111 _I11 $0.� 111 II MIN
I1 ■ ■II . 11 . . 11 ■ ■ ■ ■ ■
.ty 1'L 'y0 ,tip 1y 1b 11 10 1oi ,60 .y'r p 1't' 'tip p p p p p 'tiA p ,i,. ..
10 p ,t0 p. p p p p' 10 p 'ti0 10 10 10 10 ,ti0 10 'ti0 ,ti0 10 10 10
•Combined Funds 67&69 ■Existing Debt •New SFR Debt .a New Rev Bonds ■New WIFIA Debt
Debt Service Coverage-Parity Debt Service Coverage-All Debt
30.00 2.00
25.00 ,. 1
20.00 1
15.00 1I I
1--I1.00 i ! r I
15.00 I I I
1 ■ ■ ■ ■ ■ ■ ■ ■ ■
0.00 + M. to _.ti- -_ -. -- _Mt ._.�__ to _-_ 0.00 - 11111 _.
6* O'L1' O'ti'� e e 016 e e e 0,50 a 01> 0ti'ti o17 00 9
'0 9
'0 O4.1 019 9
'0 9
10 O'~
'L 'ti 'ti 'ti 'ti 'ti 'ti 1 ti 1 1 1 b ti 'ti 1 1 1. 1 1 1 1
Targeted Coverage-Parity wwww-rargeted Coverage-All Debt --Minimum Requirement

Johnston County, NC-Capital Financing Alternatives Analysis
W WILLDAN
i Dashboard - Fund 68(Wastewater) Financial Services
�' •7 Case 1 - $79M SRF Loan 20-Yr Level Debt, Revenue Bonds Level Debt
Reserve Fund Balance Capital Projects
$70.00 $120.00 ,
$60.00 $300.00
• $50.00 $80.00
in 1
CO $40.00 I I I
0 MI
F. $20.00 I I I I I I I I ._
$40.00
$10.00I I I I I I I I I I I 520.00
$0.00
-
$0.00 ti 5 b s, F 1 O 9 O ti
01' 01' 01' 01' 01' 01' 01' 01' 01' O� O�
'L' 'Y1' 'L'' 'La 'Yy '{° 'L) 'L� 'L'' 'P A~ 1° 1 'Y 1• ti 1- 1• 1. 1. 'L 19
,y0 ,t0 ,y0 ,y0 ,y0 le ,�O le ,y0 ,y0 .t0 Revenue Bonds •New SFR Debt ■WIFIA Funding ■6DF Reserves
mom End of Yr Fund Balances weTarget Balance •Operations/Other ■Funds Appropriated 'Grant
Projected Operating Results Debt Service
$8,000,000 $14.00
$7,000,000 $12.00
I :;:::
I IEEE 1 I I I I - O $8.00
54,000,000
IE : i ! ii ! ! ii
1114;p I II I I II I I
,00o I I I I I $0.00 - -
'Y 1• 3 b h O 1 0 A O S
O�,Y Or Ov,6 Ory6 OtiA Otib Oti1 O0 OtiA a 1°4' 101, •01- 1°1 M1O1. 191" vOry Pi 19' 1°I �03 •e
1• ti 1, ti ti 1• ti ti ti 1• 1-
■Sewer ■Existing Debt •New SFR Debt :a New Rev Bonds •New WIFIA Debt
•
Debt Service Coverage-Parity Debt Service Coverage-All Debt
moo 3.00 1
7.50 I
2.00
1 1 1
5.00 ! ! I 5 • ! ! ! ! !
2.50 1.110
I
0.00
. l- -I -. I 1 I. - 0.00 - I ' ' ' � '
ti 1. 1, ti 1• 1• 1• 1• tie 1•f. 1• 1- 1• 15 e 's 1• if ti 19 b 'L
i .Targeted Coverage-All Debt i• ^-' =Minimum Requirement
Targeted Coverage-Parity
2021 2022 2023 2024 2025 2026 -2-07771 -
Retail Min Charge $ - : J ,�J 5 - ' ' ' ' S 1.00 4 s $ - n j $ - e a
'-a- - --- c__
Retail Volume Charge 0.00% i� j ' 5.0e ' '- ' _ 6.00% 4 ' 0.00% ' I '� 0.00% 4 r
r-- r- r-IF r`-
BulkBaseCharge 0.00% ' ' LI 5.00% ' -JO', ' _ 6.00% 4 r 0.00% ' I_ 0.00% a '
Bulk Transmission 0.00% 1 4 t ,' J 5.00% ' ' �00% ' 6.00% ' a 0.00% rrr"'���= 0.00%
- - r�� JJJI
Bulk Treatment 0.00% 'I I J 500 ' J 500% 4 J 6.00% 4 0.00% 4 j 0.00% ! J
2029 2030 2031 2032 2033�� $ 2034 -
Retail Min Charge $ - ' - ' $ - �4 J $ - a 'J $ - s $ - j $ - �, ' 1
Retail Volume Charge 0.00% Ir-I ' 0.00% ! j 0.0096r 0.00% ')IJ 0.00% 4 _� 0.00% a 0.00% 4
_ J
Bulk Base Charge 0.00% I�J 0.0% � 0.0 % a _ 0.00% 4 i 0.00% 4 j 0.00% 41 _ 0.00% 4
Bulk Transmission 0.00% 4 1 j 0.00% ' ' 0.00% 0.00% _ '� 0.00% 0.00% .�-- J 0.00% J
Bulk Treatment 0.00% .�J 0.00% 'I j 0.00% 0.00% 'I J 0.00% '1 I j 0.00% 'l I J 0.00% .1 j
2035 2036 •-,•- 2037 2038 �-TI 2039 J 1 2040 I 2041 II
Retail Min Charge $ - ' s $ - ' F $ _ 'a I, $ - a J J•$ - /I J $ .. �'I $ - �I j
Retail Volume Charge 0.00% ' ' 0.00% ' F 0.00% 4 ' 0.00% ' F 0.00% ,4 J 0.00% ' I J 0.00% , 1 J
Li- - -'f - - - - _."---
Bulk - r �1
Base Charge 0.00% �' ' 0.00% J 0.00% 4 ' 0.00% 4 ' 0.00% a J 0.00% , I J 0.00% ' 1 '
Bulk Transmission 0.00% I' a 0.00% 4 a 0.00% 4 F 0.00% ' F 0.00% 'I J 0.00% ' I!l 0.00% '
Bulk Treatment 0.00% �' F 0.00% r' 0.00% �! ' 0.00% 41 ' 0.00% 'i ' 0.00% 4 1 0.00% , 'J

EXHIBIT 2 I Case 2-$79M SRF Loan 20-Yr Level Debt,Revenue Bonds Wrapped
PROJECTED OPERATING RESULTS
COMBINED FUNDS 67,68&69
Adj.Budget Test Year Projected For Fiscal Year Ending June 30:
Ling Description -
c-_ 2021 2022 2023 2024 202S 2026 3 2027 2028 i 2029 20311 2(131
REVENUES
USER RATE REVENUES:
Fund 67:
1 Bulk Water Sales $ 6,574,830 $ 7,394,530 $ 8,044,430 $ 8,736,660 $ 9,388,280 $ 10,208,520 $ 10,735,790 $ 11,006,080 $ 11,374,430 $ 11,651,920 $ 12,186,090
2 Water District Water Sales 5,798,980 6,477,660 7,111,690 7,707,360 8,312,440 8,961,830 9,153,690 9,345,710 9,537,400 9,686,850 9,827,650
3 Contracted Water Service 2,706,190 3,022,910 3,334,510 3,613,810 3,897,520 4,202,020 4,291,970 4,382,020 4,471,880 4,541,930 4,607,960
4 Total Fund 67 User Revenues $ 15,080,000 $ 16,895,100 $ 18,490,630 $ 20,057,830 $ 21,598,240 $ 23,372,370 $ 24,181,450 $ 24,733,810 $ 25,383,710 $ 25,880,700 $ 26,621,700
Fund 68:
5 Wholesale-Wastewater $ 7,880,450 $ 10,153,370 $ 11,900,870 $ 12,884,380 $ 14,093,070 $ 14,623,320 $ 14,918,610 $ 15,222,760 $ 15,536,370 $ 15,821,610 $ 16,112,150
6 Retail Sewer Sales 5,650,940 6,370,590 7,121,360 7,780,320 8,437,940 8,667,670 8,903,440 9,107,550 9,316,920 9,530,820 9,750,010
7 Total Fund 68 User Revenues $ 13,531,390 $ 16,523,960 $ 19,022,230 $ 20,664,700 $ 22,531,010 $ 23,290,990 $ 23,822,050 $ 24,330,310 $ 24,853,290 $ 25,352,430 $ 25,862,160
Fund 69:
8 Base Fee Revenues $ 9,433,860 $ 10,378,310 $ 11,342,430 $ 12,207,280 $ 13,047,010 $ 13,913,190 $ 14,211,560 $ 14,510,230 $ 14,808,310 $ 15,040,440 $ 15,259,020
9 Retail Water Sales(Volumetric) 8,735,610 9,669,960 10,583,810 11,429,230 12,275,900 13,196,900 13,480,120 13,763,610 14,046,560 14,267,150 14,475,080
10 Total Fund 69 User Revenues $ 18,169,470 $ 20,048,270 $ 21,926,240 $ 23,636,510 $ 25,322,910 $ 27,110,090 $ 27,691,680 $ 28,273,840 $ 28,854,870 $ 29,307,590 $ 29,734,100
11 TOTAL USER RATE REVENUES $ 46,780,860 $ 53,467,330 $ 59,439,100 $ 64,359,040 $ 69,452,160 $ 73,773,450 $ 75,695,180 $ 77,337,960 $ 79,091,870 $ 80,540,720 S 82,217,960
OTHER REVENUES:
Fund 67:
12 Fund Balance Appropriated $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0
13 Capacity Fee 2,150,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000
14 Transfer From SDF Fund for Debt Payment 0 0 0 0 0 0 0 0 0 0 0
15 Investment Income-Fund 69 LOB Interest 857,483 1,148,088 1,118,740 1,084,192 1,044,684 998,644 948,194 894,614 839,963 778,594 712,446
16 Transfer from Fund 69 For Various Loans 1,327,885 1,969,364 1,935,357 1,913,436 1,891,015 1,803,094 1,782,923 1,772,252 1,765,131 1,752,959 1,744,788
17 NCDOT Reimbursements 0 0 0 0 0 0 0 0 0 0 0
18 Misc Revenue 0 0 0 0 0 0 0 0 0 0 0
19 Water Tap Fees 425,000 425,000 425,000 425,000 425,000 425,000 425,000 425,000 425,000 425,000 425,000
20 Reconnect Fees 160,000 160,000 160,000 160,000 160,000 160,000 160,000 160,000 160,000 160,000 160,000
21 Investment Income 0 0 0 0 0 0 0 0 0 0 0
Fund 68:
22 Fund Balance Appropriated $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0
23 Developer Contributions 0 0 0 0 0 0 0 0 0 0 0
24 Transfer From Prior Year SDF Fund For Debt 0 0 0 0 0 0 0 0 0 0 0
25 Septic Tank Dumping 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000
26 SW Leachate 42,000 42,000 42,000 42,000 42,000 42,000 42,000 42,000 42,000 42,000 42,000
27 Biosolids 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000
28 Bulk Capacity Purchases 300,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000
29 Wholesale-Wastewater 0 0 0 0 0 0 0 0 0 0 0
30 Capital Commodity Surchrg 0 0 0 0 0 0 0 0 0 0 0
31 Misc Revenue 0 0 0 0 0 0 0 0 0 0 0
32 Pretreatment Fees 10,000 10,000 10,000 10,000 I0,000 10,000 10,000 10,000 10,000 10,000 10,000
33 Assessment Fees 0 0 0 0 0 0 0 0 0 0 0
34 SDF Fees 1,000,000 3,200,000 3,200,000 2,700,000 2,400,000 2,400,000 2,400,000 2,400,000 2,400,000 2,400,000 2,400,000
35 Sewer Tap Fees 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000
Willdan Financial Servi Pal 0 2/17/2021

EXHIBIT 2 ( Case 2-$79M SRF Loan 20-Yr Level Debt,Revenue Bonds Wrappu I
PROJECTED OPERATING RESULTS
COMBINED FUNDS 67,68&69
Adj.Budget Test l ear Projected For Fiscal Year Ending.tune 3I):
Line Description
MUNI 2022 2023 2024 N 2025 2026 2027 2023 2029 1 2030 2031
Fund 69:
36 Misc Revenue $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0
37 Rents&Concessions 31,000 31,000 31,000 31,000 31,000 31,000 31,000 31,000 31,000 31,000 31,000
38 Retail Water Sales 0 0 0 0 0 0 0 0 0 0 0
39 SDF Fees 2,000,000 4,125,000 3,795,000 3,495,000 3,195,000 3,195,000 3,195,000 3,195,000 3,195,000 3,195,000 3,195,000
40 Water Tap Fees 0 0 0 0 0 0 0 0 0 0 0
41 Assessment Fees 0 0 0 0 0 0 0 0 0 0 0
42 New Meter Fees 446,250 446,250 446,250 446,250 446,250 446,250 446,250 446,250 446,250 446,250 446,250
43 Monthly Base Fees 0 0 0 0 0 0 0 0 0 0 0
44 Investment Income 0 0 0 0 0 0 0 0 0 0 0
45 Fund 69 Approp.69.6900.33990 497,466 0 0 0 0 0 0 0 0 0 0
46 TOTAL OTHER REVENUES $ 9,537,084 $ 15,046,702 $ 14,653,347 $ 13,796,878 $ 13,134,949 $ 13,000,988 $ 12,930,367 $ 12,866,116 $ 12,804,344 $ 12,730,803 $ 12,656,484
47 TOTAL REVENUES $ 56 317,944 $ 68,514,032 $ 74,092,447 $ 78,155,918 $ 82,587,109 $ 86,774,438 $ 88,625,547 $ 90,204,076 $ 91,896,214 $ 93,271,523 5 94,874,444
OPERATING&MAINTENANCE EXPENSES
Fund 67:
48 Department 7810-Utility $ 640,690 $ 662,500 $ 685,070 $ 708,430 $ 732,620 $ 757,660 $ 783,580 $ 810,410 $ 838,200 $ 866,970 $ 896,760
49 Department 7820-Water Treatment 9,302,013 9,836,660 10,345,320 10,865,550 11,358,620 11,895,270 12,515,810 13,094,980 13,725,830 14,359,170 15,080,840
50 Department 7825-Laboratory Services 221,885 230,920 240,360 250,230 260,540 271,320 282,580 294,390 306,730 319,650 333,160
51 Department 7830-Water Transmission 2,211,529 2,272,840 2,336,040 2,401,190 2,468,370 2,537,600 2,608,990 2,682,630 2,758,550 2,836,850 2,917,560
52 Department 7835-Waterline Construction 1,656,214 1,710,080 1,597,270 1,802,780 1,861,730 1,922,700 1,985,760 2,050,970 2,118,420 2,188,190 2,260,340
53 Department 7850-Retail Water 1,731,969 1,803,610 1,863,530 1,954,520 2,044,620 2,132,130 2,221,410 2,314,510 2,411,620 2,512,870 2,616,040
54 Plus Additional Labor/FTEs in FY 2022 0 0 435,708 450,960 466,740 483,080 499,990 517,490 535,600 554,350 573,750
Fund 68:
55 Department 7900-Operations Utility $ 551,825 $ 570,980 $ 590,790 $ 611,280 $ 632,520 $ 654,490 $ 677,240 $ 700,800 $ 725,200 $ 750,430 $ 776,550
56 Department 7910-Wastewater Treatment 3,601,867 3,828,670 4,019,430 4,168,240 4,321,300 4,480,310 4,625,550 4,775,630 4,931,630 5,091,280 5,256,950
57 Department 7920-Wastewater Transfer 3,461,913 3,541,750 3,556,310 3,633,160 3,712,410 3,794,240 3,877,030 3,962,460 4,050,720 4,141,660 4,235,590
58 Department 7950-Wastewater Lab 281,045 291,720 302,810 314,350 326,360 338,860 351,860 365,430 379,540 394,240 409,550
59 Department 7970-Retail Sewer 1,450,563 1,519,450 1,579,810 1,630,180 1,681,990 1,735,680 1,786,360 1,838,660 1,892,850 1,948,370 2,005,850
60 Plus Additional Labor/FTEs in FY 2023 0 0 253,180 262,040 271,210 280,700 290,520 300,690 311,210 322,100 333,370
Fund 69:
61 Service Meters $ 870,000 $ 900,450 $ 931,970 $ 964,590 $ 998,350 $ 1,033,290 $ 1,069,460 $ 1,106,890 $ 1,145,630 $ 1,185,730 $ 1,227,230
62 State Sales Tax 0 0 0 0 0 0 0 0 0 0 0
63 County Sales Tax 0 0 0 0 0 0 0 0 0 0 0
64 Contract Services 2,706,190 3,022,910 3,334,510 3,613,810 3,897,520 4,202,020 4,291,970 4,382,020 4,471,880 4,541,930 4,607,960
65 Water Purchases 5,798,980 6,477,660 7,111,690 7,707,360 8,312,440 8,961,830 9,153,690 9,345,710 9,537,400 9,686,850 9,827,650
66 County Capacity Fee 0 0 0 0 0 0 0 0 0 0 0
67 Sampson Interconnect 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000
68 Transfer for WL Ext 590,450 590,450 590,450 590,450 590,450 590,450 590,450 590,450 590,450 590,450 590,450
69 Water Dist Debt 0 0 0 0 0 0 0 0 0 0 0
70 Transfer to 67 For Various Loans 1,327,885 1,969,364 1,935,357 1,913,436 1,891,015 1,803,094 1,782,923 1,772,252 1,765,131 1,752,959 1,744,788
71 Total O&M $ 36,455,018 $ 39,280,014 $ 41,759,605 $ 43,892,556 $ 45,878,805 $ 47,924,724 $ 49,445,173 $ 50,956,372 $ 52,546,591 $ 54,094,049 $ 55,744,388
72 NET REVENUES AVAILABLE FOR DEBT $ 19,862,926 $ 29,234,018 $ 32,332,842 $ 34,263,362 $ 36,708,304 $ 38,849,714 $ 39,180,374 $ 39,247,704 $ 39,349,623 $ 39,177,474 $ 39,130,056
73 Transfer to Fund 67/From 69 for Debt 85,000 200,000 225,000 250,000 200,000 200,000 200,000 200,000 200,000 200,000 466,735
74 Transfer from Fund 68 for Debt Payment 0 150,000 150,000 900,000 1,500,000 2,000,000 2,000,000 2,000,000 2,000,000 2,500,000 2,500,000
75 FUNDS AVAILABLE FOR DEBT SERVICE $ 19,947,926 $ 29,584,018 $ 32,707,842 $ 35,413,362 $ 38,408,304 $ 41,049,714 $ 41,380,374 $ 41,447,704 $ 41,549,623 $ 41,877,474 $ 42,096,791
Willdan Financial Services Page 3 of 10 2/17/2021

EXHIBIT 2 I Case 2-$79M SRF Loan 20-Yr Level Debt,Revenue Bonds Wrapped I
PROJECTED OPERATING RESULTS
COMBINED FUNDS 67,68&69
I.inc Description Adj.Budget Test Year Projected For Fiscal Year Ending June 30:
2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031
DEBT SERVICE
Parity Indebtedness
76 Future Debt(Rev Bonds)-Fund 67 $ 0 $ 0 $ 0 $ 0 $ 1,184,156 $ 1,184,156 $ 1,652,832 $ 1,652,668 $ 1,653,897 $ 1,654,031 $ 1,653,070
77 Future Debt(Rev Bonds)-Fund 68 0 1,955,391 1,955,391 2,886,733 3,416,049 3,415,526 3,908,768 3,907,281 3,956,361 3,961,235 3,978,408
78 Future Debt(Rev Bonds)-Fund 69 0 698,009 698,009 1,035,767 1,036,795 1,037,219 1,436,412 1,435,626 1,642,842 1,646,384 1,663,935
79 Total Parity Indebtedness > 0 $ 2,653,400 $ 2,653,400 $ 3,922,500 $ 5,637,000 $ 5,636,900 $ 6,998,013 $ 6,995,575 $ 7,253,100 $ 7,261,650 $ 7,295,413
Other/Subordinated Indebtedness
80 Existing Debt-Fund67 $ 5,683,106 $ 6,272,350 $ 6,211,757 $ 6,189,136 $ 6,177,209 $ 6,137,815 $ 6,062,694 $ 6,013,823 $ 6,015,256 $ 6,017,135 $ 5,988,192
81 Existing Debt-Fund 68 2,711,897 3,476,651 3,434,941 3,064,317 3,028,295 2,995,027 2,289,255 2,274,485 2,249,413 1,937,393 1,253,122
82 Existing Debt-Fund 69 4,700,574 5,042,861 5,487,024 5,592,566 5,577,069 5,525,040 5,458,601 5,409,033 5,403,394 5,401,035 5,365,196
83 ture Debt(SRF)-Fund 67 0 0 0 0 0 0 0 0 0 0 0
-.74
84 _:Future Debt(SRF)-Fund 68 0 0 0 49,253 4,487,308 4,487,308 4,487,308 4,557,669 4,557,669 4,557,669 4,557,669
85 Future Debt(SRF)-Fund 69 0 0 0 317,328 387,690 655,625 725,986 796,347 866,708 937,069 1,007,430
86 Future Debt(WIFIA)-Fund 67 0 0 0 0 0 0 0 0 0 0 0
87 ilmtFuture Debt(WIFIA)-Fund 68 0 0 0 0 0 0 0 0 0 0 0
88 ture Debt(WIFIA)-Fund 69 0 0 0 0 0 0 0 0 0 0 0
89 Total Other/Subordinatelndebtcdnes, $ 13,095,577 $ 14,791,862 $ 15,133,722 $ 15,212,600 $ 19,657,570 $ 19,800,814 $ 19,023,843 $ 19,051,357 $ 19,092,440 $ 18,850,301 $ 18,171,609
90 Total-All Indebtedness $ 13,095,577 $ 17,445,262 $ 17,787,122 $ 19,135,100 $ 25,294,570 $ 25,437,714 $ 26,021,856 $ 26,046,932 $ 26,345,540 $ 26,111,951 $ 25,467,021
DEBT SERVICE COVERAGE
91 Coverage on Parity Indebtedness N/A 11.02 12.19 8.74 6.51 6.89 5.60 5.61 5.43 5.40 5.36
92 Coverage on All Indebtedness 1.52 1.68 1.82 1.79 1.45 1.53 1.51 1.51 1.49 1.50 1.54
93 NET REVENUES BEFORE TRANSFERS $ 6,852,349 $ 12,138,756 $ 14,920,720 $ 16,278,262 $ 13,113,734 $ 15,612,000 $ 15,358,518 $ 15,400,772 $ 15,204,083 $ 15,765,523 $ 16,629,770
TRANSFERS&OTHER EXPENDITURES
94 Transfer to Fund 65 from Fund 67 $ 129,455 $ 133,990 $ 138,680 $ 143,530 $ 148,550 $ 153,750 $ 159,130 $ 164,700 $ 170,460 $ 176,430 $ 182,610
95 Transfer to Fund 65 from Fund 68 117,200 121,300 125,550 129,940 134,490 139,200 144,070 149,110 154,330 159,730 165,320
96 Transfer Out to SDF Fund 3,000,000 7,325,000 6,995,000 6,195,000 5,595,000 5,595,000 5,595,000 5,595,000 5,595,000 5,595,000 5,595,000
97 Other 60,000 0 14,000 1,580,000 0 0 20,000 0 0 0 0
98 Total Transfers&Other Expenditures $ 3,306,655 $ 7,580,290 $ 7,273,230 $ 8,048,470 $ 5,878,040 $ 5,887,950 $ 5,918,200 $ 5,908,810 $ 5,919,790 $ 5,931,160 $ 5,942,930
99 FINAL BALANCE $ 3,545,694 $ 4,558,466 $ 7,647,490 $ 8,229,792 $ 7,235,694 $ 9,724,050 $ 9,440,318 $ 9,491,962 $ 9,284,293 $ 9,834,363 $ 10,686,840
Willdan Financial Servi Pal 0 2/17/2021

EXHIBIT 2 I Case 2-$79M SRF Loan 20-Yr Level Debt,Revenue Bonds Wr __ I
PROJECTED OPERATING RESULTS
COMBINED FUNDS 67,68&69
2021Bu2022
ProjectedFor Fiscal far Ending June 30:
l.inc Description Adj. g
Budget Test Year ro e e_ .--- .ding_ ding. - - ..
2023 2024 2025 2026 2027 2028 2029 J 2030 2031
RESERVE FUND BALANCES
100 Beginning Fund Balance $ 61,864,246 $ 65,209,940 $ 67,778,236 $ 62,806,326 $ 67,813,118 $ 73,030,811 $ 79,296,861 $ 86,144,179 $ 91,128,142 $ 97,854,435 $ 106,180,798
101 Transfer From Operating Budget 0 0 0 0 0 0 0 0 0 0 0
102 Remaining Operating Balance 3,545,694 4,558,466 7,647,490 8,229,792 7,235,694 9,724,050 9,440,318 9,491,962 9,284,293 9,834,363 10,686,840
103 Capital Expenses Funded From Reserves (200,000) (1,990,170) (12,619,400) (3,223,000) (2,018,000) (3,458,000) (2,593,000) (4,508,000) (2,558,000) (1,508,000) (4,333,000)
104 ENDING RESERVE FUND BALANCE $ 65,209,940 $ 67,778,236 $ 62,806,326 $ 67,813,118 $ 73,030,811 $ 79,296,861 $ 86,144,179 $ 91,128,142 $ 97,854,435 $ 106,180,798 $ 112,534,638_
RESTRICTED SDF FUND BALANCE(AB Funds)
105 Beginning SDF Fund Balance $ 14,895,337 $ 13,010,337 $ 12,885,337 $ 5,806,337 $ 9,251,337 $ 7,146,337 $ 5,495,587 $ 7,105,527 $ 10,236,827 $ 11,375,027 $ 13,148,227
106 Transfer In-SDF Revenues 3,000,000 7,325,000 6,995,000 6,195,000 5,595,000 5,595,000 5,595,000 5,595,000 5,595,000 5,595,000 5,595,000
107 Transfer Out-For Debt Payment (85,000) (350,000) (375,000) (1,150,000) (1,700,000) (2,200,000) (2,200,000) (2,200,000) (2,200,000) (2,700,000) (2,966,735)
108 Capital Funded From SDF Reserves (4,800,000) (7,100,000) (13,699,000) (1,600,000) (6,000,000) (5,045,750) (1,785,060) (263,700) (2,256,800) (1,121,800) (2,026,100)
109 ENDING RESERVE FUND BALANCE $ 13,010,337 $ 12,885,337 $ 5,806,337 $ 9,251,337 $ 7,146,337 $ 5,495,587 $ 7,105,527 $ 10,236,827 $ 11,375,027 $ 13,148,227 $ 13,750,392..
110 Days Cash on Hand(Reserve Fund Only) 653 630 549 564 581 604 636 653 680 716 737
111 Days Cash on Hand(Reserve Fund&SDF Fund) 783 750 600 641 638 646 688 726 759 805 827
Willdan Financial Services Page 5 of 10 2i 17i2021

_ Johnston County, NC - Capital Financing Alternatives Analysis W WILLDAN
at 't Dashboard -All Funds Combined Financial Services
v+,. '„'WNW ` Case 2 - $79M SRF Loan 20-Yr Level Debt, Revenue Bonds Wrapped
Reserve Fund Balance Capital Projects
$120.00 $120.00
$100.00 $loo.00
in $80.00 III $e0.00
C $60.00
O
._ $60.00 I I I I I I I I E
I I I CLiL .
_ $40.00
L $40.00
. . II111 • C $20.00
$20.00 ' ' ' 1 1 1 I I I I $0.00
$0.00 1,. 4). 1, 1,' 11 # 11 10 1, ,50 '','+
10 '10 19 .19 10 19 19 10 19 ry0 10
11 1 15 01ry 0 10 -0 ti1D 0 1.1y #0 04, 1 010 4.0s' 1.O41 •vO',~
1. ■New SFR Debt •Revenue Bonds ■WIFIA Funding ■SDF Reserves
,
aa�End of Yr Fund Balances -----,,,,Target Balance ■Grants !Operations/Other •Funds Appropriated
Projected Operating Results Debt Service
$12,000,000 $30.00
$io,000,000 $25.00 I I I I i I
$z°.°D I I I I I I
::::: ir-iu . lIl
0 $15.00
$a,000.000 !�" 1 1 1 1 1 1 1 1 $10.00 r'7
$2,�,000 r'l I I I I I I I I I - $S.OD J
IIIIIIIIII
I l l_ 1 1_ -I _ I_ I 11_
$D i t 1 -I I_ t_ - i. so-OD
'y 1. '! P y b 1 0 of O 'Y ti~ ti. ti0 . 'Yy 'b° 11 'L0 1oi ,y0 ,y1
01' 01' 01. 01. 01' ,$ O,ti 01. 01' O� O'' 1O , ,. ti0 ti0 10 ti0 ,, ti0 „. ti0
'L 'L 1. 'Y 'L 'Y 'L 'L 'L 'L 'Y
•All Systems •Existing Debt •New SFR Debt •New Rev Bonds ■New WIFIA Debt
Debt Service Coverage-Parity Debt Service Coverage-All Debt
16.00 2.00
12.00 - 1.50
1 ' III / Pill ! !
8.00
1.00
4.00 0.5D1I111111111
0.00 -- s • • • • • • • 0.00 ■ - - 1 . 1 1
v 3 b h 0 1 0 0 O % L~ L1' L' 'Lt' 'Ly l' 1'1 10 ,y9 ,50 %
O,ti o1 01, 01, .1 9' 01, 01' 0L9 O^a ,y0 10 ,y0 ,y0 10 ,y0 10 y0 10 10 10
'L '1• ti ti ti ti ti 1 1� '!• 'L
Targeted Coverage-Parity ammoTargeted Coverage-All Debt --Minimum Requirement
Days of Cash Reserves-Operating Fund Days of Cash Reserves -Oper. &SDF Fund
900 900
750 750
450 600
1 I rMIr-I 11 1 1 1 450 111111111 II
300 . . , , � . .h I 1 I 300 1
150 - - - - - - - - - 15D1 1 1 1 111 1 1 1 1 1
0 I I I 1 I I D
0'0 01" 010 01b 00 00 011 010 010 030 0',, 0titi 0'0 0"0 O,yP 00 0'0 0ti1 0ti0 0'0 030 03ti
'L 'L h 'L 'L 15 'L 1. M1 ti h 'L •• ti ,t ti . ti 1. 1. 1 ti
Targeted Days Reserve-Operating Fund aamTargeted Days Reserve-Operating&SDF Fund

Johnston County, NC - Capital Financing Alternatives Analysis W WILLDAN
i 4., -0., ' Financial Services
ii"�,; Dashboard - Fund 67 (Water)
Case 2 - $79M SRF Loan 20-Yr Level Debt, Revenue Bonds Wrapped
Reserve Fund Balance Capital Projects
$18.00 $35.00
$16.00 $30.00
$14.00 $25.00
N $12.00 N$20.00
•
C $
$8 0$6.00 i>t I I I I I I I ■ Co$15.00
$2.00 MN I I I I I I I I C$$5.00
$0.00 I ■ I MINION $0.00
�y 1. �, b h O 1 O 0 O 'e
�. N b y 9 1 0 9 O ,N 01• 01• 01• .. 01' 01• 01' , . . .
,t01• '19' ., .0 19
19 .LOry 19' ..0 4.
4. 1, .L00 'L ~ ~ 'L 'L ti ~ ~ ti ~ ti
End of Yr Fund Balances www•7arget Balance •Revenue Bonds ■New SFR Debt ■SDF Reserves ■Operations/Other •Funds Appropriated
Projected Operating Results Debt Service
$1,000,000 $9,000,000
$500,000 $8,000,000
- $7,000,000 -
$o I
. , , ' ,$5,000,o.B I 1rI NENERNIII
$500,000 $s000000 , , , , , , , , ,
$1,000,000 I I I I I I I I I
I I
$2,0000 I I I I I I I I I I
53,500,000 IIIIIIIIIII
$1,000000
$2,000,000 $0
.1). 4). 4, 4. by 4. 4) ti0 . ,0., ,, n,'ti 4), 1,. ib 49 4' .19' .0 4.6 .19 ,y0 4'.
4' .19 19 ,t0 .49 49 49 .49 ti0 19 49 ti0 ,tO 49 19 19 ,t0 10 49 ,tQ .e ..0
•Water •Existing Debt ■New SFR Debt •New Rev Bonds •New WIFIA Debt
Debt Service Coverage-Parity Debt Service Coverage-All Debt
8.00
7.00
2.00
6.00 L __I1t_uIr_1IF
5.00
4.00iiulllfln
3.001.00 -
2.00
0.00 0.00
01~ .0. e O,bO 0,11 oy', ptiti O,,, 1 0, .1 ti yb O,th O# .1 011 1O,yO tO O,yO oAti
1. I. 1., '1,, I, 1,. ti ti 'I. '1, '1. "I. .1, ti 19' 1 ti
-Targeted Coverage-Parity
2021 2022 2023 I 2024 2025 2026 I 2027 L
Water-Base Bulk 0.00% 4 i 0.00% 4 ► 0.00% 4 i 0.00% 4 0.00% 4 i 0.00% 4 ► 0.00% 4
1 , 1�1r J �(J II I(J f r J �1' � - ('
42l
O&MandCapitalCharg 0.00% J 5.50% 4 Ir J 5.50°i 4�1I(J 550>- ,I' J 50`t ,�� �I j 5.50% ,I ] 0.00% '�I�
Contract Services 0.00% !i j 5.50% r,'I iI 6,00% r'�I'l 5.50% rrrttt��� 5.50% 3 li j 5.50% 4��1 I J 0.00% •-�I I•� 1
2028 2029 2030 '-'' 2031 J 2032 II 2033 I 2034 II
Water-Base Bulk 0.00% 4 J 0.00% 41T1 ► 0.00% % _ 0.00% 0.00% ,I i 0.00% 4� 0.00% 11 J
O&M and Capital Charg• 0.00% 4 J 0.00% i , 0.00% .4 J 0.00% ill'
0.00% 4l l J 0.00% 4l I 0.00% .411 j
Contract Services 0.00% 41 I j 0.00% rell tt-- J 0.00% 4 !J 0.00% i 0.00% 4l I J 0.00% . l 1 0.00% 41 I!�
2035 •t, 2036 2037 2038 �■ 2039 2040 J ' 2041 i•-��(
Water-Base Bulk 0.00% 4 J 0.00% 4I l I 0.00% 74 ,f 0.00% ' 4 0.00% 4I I J 0.00% ,I J 0.00% 41 I i
O&M and Capital Charg• 0.00% J 0.00% 41 1 J 0.00% '� if 0.00% J 0.00% 4 J 0.00% ��,44 111 0.00% , I j
I' r-ILI( f I ' rj I ' ...---JJJI
Contract Services 0.00% ,I'J 0.00% j!j 0.00% j�I,"!f 0.00% 'I !j 0.00% ,II] 0.00% , '� 0.00% , I ,j

��crt W•k: .s,4 Johnston County, NC - Capital Financing Alternatives Analysis W I LLDAN
-='` Dashboard - Fund 69 (Water District Retail) Financial Services
•a: .(6rt
'•l; f�'> Case 2 - $79M SRF Loan 20-Yr Level Debt, Revenue Bonds Wrapped
Reserve Fund Balance Capital Projects
$50.00 $35.00
$30.00
$40.00I II NM 11 ME
'
in moo
C $30.00 y,$20.00
G s15.00
2 $20.00 11 1 1 1 1 1 1 1 1 1 $10
00
$10.00 m -
$0.00 iw MI l� I♦
$0.00 I .. . , , , ' , _ 1 O,yy oryry O1., Oryp Oryy O# Ory1 O4 1, O•b° 0'iv
's ,Y '� O h b 1 0 O O ,Y 'L 'L ,1. ,Y 1 ,L ,L 1. .I.' 'L ,Y
,pp1' ,t01' ,t01. le ,t97 4) '10 19 ,t01 ,yb ve' v Revenue Bonds •New SFR Debt ■SDF Reserves
aaa�End of Yr Fund Balances Target Balance ■0•eratlons/Other •Funds Appropriated •Grants
Projected Operating Results Debt Service
$4,500,000 $9.00
$4,000,000 $8.00
$3,500,000 $7.00 Jill IIIp
■ II III III i
$3,000,000 -�
$2,500,000 IIIIIII• • • • • 2 $s.00 � � � 1 � � � 1 �
$2,000,000 1111111111 .0 $4.001-111111111IIII1
$1,500,000 n ■ ■ ■ ■ ■ ■ ■ $3.ao l
IIIIIIIIIIII
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 2 s2.00 I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
s$500,000 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ s1.00 1 ■ ■ ■ ■ I II ■ ■ ■
$soo,000 1 1
$o $o.00
1.ryti I.ryry ryry 1.rye, ryy 1.OP 0 ry0 1.ry0 ,1.60 ?,~ p 4,,F1• ryO,L' 4,t. ply p py1 pyO 4, p p
•Water a Existing Debt New SFR Debt ■New Rev Bonds ■New WIFIA Debt
Debt Service Coverage-Parity Debt Service Coverage-All Debt
20.00 3.00
18.00
16.00
14.00 2.00
12.00 _ ' , ..
18.Oo ' ■ ■ ■ ■ • • P ! ! ! ! • ! ! ! !
6.00 _ I . IL.
2.00 0.00 --i- :_ j._ I._ ' II I I II I I
Ot> Oryry e e e e Ory1 Ory0 01p, O,yO osy e• Op O,t, O.tb oy0 Op a 010 a 0,60 op
ry ry ry ry ry ry ry ry ry ry ry ry ry ry ry ry ry ry ry ry ry ry
Targeted Coverage-Parity
.Targeted Coverage-All Debt v.-Minimum Requirement
AWWA Factors(Y/N) NO
Years to Phase In 5
2021 2022 2023 2024 2025 2026 I 2027
Retail Min.Charge $ - ' J S 1 00 4 ' - 1.00 4 J _UO 4 j %. 'I� j S 1.00 , I(J $ - 41
Retail Volume Charge 0.00% ] j 5.50% I I J 5.50% 'I 1 j _ ' .. j 1- Li 5.50% ; I---ill J 0.00% Al A
2028 2029 2030 I 2031 2032 J 2033 r- 2034 ,
Retail Min.Charge $ - 11 ' $ - 4 ' $ - ' ' $ - J S _ ' ' $ - ' ' $ - 1 '
r - ( -
Retail Volume Charge 0.00% 'i ' 0.00% 4 j 0.00% J 0.00% , I j 0.00% '
03 ' 0.00% ' 0.00% ' '
2035 2036 2037 I 28 --��� 2039 2040 1 2041
Retail Min.Charge $ - ' ' $ - 1 ' $ - 'I I $ - ' ' S - ' ' $ - ' I J $ ' _I
Retail Volume Charge 0.00% '! ' 0.00% L I LI 0.00% Ai I Li0.00% ..11.1 A 0.00% 4 LI 0.00% ,!J 0.00% 4 Li

k� , Johnston County, NC- Capital Financing Alternatives Analysis W WILLDAN
s: Dashboard - Funds 67 & 69 j Financial Services
°"r, "` Case 2 - $79M SRF Loan 20-Yr Level Debt, Revenue Bonds Wrapped
Reserve Fund Balance Capital Projects
$60.00 , $40.00 i
$35.00
$50.00 i $30.00
III 1111
$40.00 $25.00
c C$20.00
._ $30.00
$20.00 ' 1 I ' , ■ , I I II _$25.00
$10.00
$10.00 • . i ■ ■ II ■ II ■ c $5.00 - ` -
■ ■_ I _ I ■ $0.00 1 ry- _- - e - ^ wtm
$0.00 9.* ,vv ,. ' ,1p ,ova . . 191" vov9 -64' of?". vOv Revenue Bonds ryOv -New SFR Debt vOv ~O•5DF Reserves vOi
ti
i•End of Yr Fund Balances Target Balance •Operations/Other Funds Appropriated 3 Grants
-
Projected Operating Results Debt Service
$5,000,000 $18.00 -
$4,500,000 $16.00
$4,000,000 $14.00 _ ■ ■ . I
$3,500,000 $12.00
$2,500,000 O$10.00 PolltIII : : : : ;
1111111111
$2,500,000 ■ ■ ■ ■ ■ ■ ■ _ $8.00
$2,000,000 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
Niiiiisiiiiiiii
si,50o,0oD 56.Do ' ■ . ■ ■ . ■ ■ ■ ■ ■
51,000,000 ■ ■ ■ ■ ■ ■ ■ $4.00 ' ■ ■ . ■ . ■ , III . ■
$500,000 ; r7 ■ II . III •■ • $2.00 ' ■ ■ ■ 1 ■
$0 _ $0.00
ti~ II" ti., 4. by ti° v,` 1, 1, 0� Mti otiS 'VI'
, otiP ptih o9 Ovt Oti0 oti9 19 "1.
oyy
19 1.9 19 19 "19 '19 19 19 '19 .10 ,19 '1, '19
tio 1. 1, 1 ti 1 "1 ti ti
•Combined Funds 67&69 ■Existing Debt ■New SFR Debt *New Rev Bonds ■New WIFIA Debt
Debt Service Coverage-Parity Debt Service Coverage-All Debt
30.00 ._ 2.00
25.00 T
20.00 j
15.00 + 1.00
10.00
5.00 _ • • • • lil • • I_ ■
191> 'OS 191S 19-t' 'Oti5 'OI' 19
1' 'Os 1
9
ti9 L, '19
1'N 15)1> tiOtiti '19
1
M LOti. 1.
42 LOvb 19
1' 19
1" '1.
45 'OH L,
Targeted Coverage-Parity .Targeted Coverage-All Debt --Minimum Requirement

••. Johnston County, NC-Capital Financing Alternatives Analysis IA( W I LLDAN
Pi1. Financial Services
L`=fit-t Dashboard - Fund 68 (Wastewater)
.,,�, :as:2-$79M SRF Loan 20-Yr Level Debt, Revenue Bonds Wrapped
Reserve Fund Bn Capital Projects
$70.00 $120.00
$60.00 - $100.00
$50.00 $80.00 1
tn
p $40.00 C$50.00
C $30.00 � 111111111 =$40.001111
•
$20.00 �' ; ' , ' , ' , , $20.00
$lo.00 _ _
$0.00 ti% titi tiA tie tie ti° titi tie 1, 04° ep
titi titi .t0 ti'' .t6 tie 1� ,S 'l9 ,� 'ti° ti° 'y° ti° ti° ti° ti° ti° ti° IS' ti°
1°. ,1. 15" ,y0 ,tO ,y0 ,�O l ,y0 ,y0 ,t0 ,Revenue Bonds ■New SFR Debt ■WIFIA Funding ■SDF Reserves
aa1•11 End of Yr Fund Balances Target Balance ■Operations/Other ■Funds Appropriated •Grant
Projected Operating Results Debt Service
$9,000,000 $12.00
$8,000,000
$10.00 _ _ _
J. $7,000,000
$4 ,000 ■ 11■■O ■ ■ ■ ■ ■ o $6.0D 1 1 1 1 1 11
$3.000.000 M-■ ■ ■ ■ ■ ■ ■ ■ ■ 2 $4.00 -_i 1 1 1 1 1 1 1 s2,DDB'DDD i i i I i I 1 i i $2.00
51,000,000
$D t $DDD
y 'L ^, O 5 b 0 Q O S. ry'>• titi ti� tilx tih ,tib titi ti$ ,y° .''O ',~
O1' O'1' Oti' Oti' •
°ti Oti Oti °ti Oti O� O^' 'S 'S ti° ti° ti° ti° ,y0 ,y° ,y0 ,y0 ,IO
ti ti ti ti ti ti ti ti ti ti ti
■sewer ■Existing Debt New SFR Debt New Rev Bonds ■New WIFIA Debt
Debt Service Coverage-Parity Debt Service Coverage-All Debt
10.o0 3.00
7.50
2.00
5.00 iin too PIR ! NIPPIN
0.00 1 1 1 1. 1 1-1__ 0.00 1_-' '_ I 1-_1_ '
.e' p."' Pin' pl.' If ,to''' 1.0' If 01" le 19''r1 ti. '10:v 1°1? 1°1"P ry°."' 1,15' ,Oi" 1°1' 161" 's 15'''''r
Targeted Coverage-Parity Targeted Coverage-All Debt -..Minimum Requirement
AIL ANL
2021 2022 2024MIME MO= 2027 _
Retail Min Charge milli .1 F $ 0.50 ' III
E 0 5. ' ' S 1.00 c ImI11111111Iia $ 4 I •
Retail Volume Charge 0.00% 'I I 4.50% 'I ' a 50', `I I 0% I r 0.00% '■ ' 0.00% .I '
Bulk Base Charge 0.00% 4 J 4.50% ' ' 4.50" J-, ' I JI 0.00% ' ' 0.00% ' JI
Bulk Transmission 0.00% 1'1111.11.11 ' 4.50% 'III 4 50°- 'I11I 5.50% '.'1111 0.00% 'Iol 0.00% 'Iol
Bulk Treatment 0.00% 'I ' 'I ' 4.50% 4 ' 4.50'; 'I ' 5.50% 4 I ' 0.00% 'I ;' 0.00% 4 1 '
2028 2029 2030 2031 2032 20 20 33 34
Retail Min Charge $ - r J $ - a ' $ - ' ' $ - 4 ' $ - 'I J $ - ' ' $ - ' '
Retail Volume Charge 0.00% 14 ' 0.00% ' ' 0.00% ' ' 0.00% ' J 0.00% , I '` 0.00% c . 0.00% 4 '
Bulk Base Charge 0.00% ' ' 0.00% ' ' 0.00% ' ' 0.00% ' ' 0.00% 4 ' 0.00% ' ' 0.00% ' '
Bulk Transmission 0.00% H ' 0.00% ' ' 0.00% ' ' 0.00%
r` L ( ' 0.00% .a ]' 0.00% ' ' 0.00% ' '
- - 4--- - r �
Bulk Treatment 0.00% ' ' 0.00% , ' 000% r '� . --- ���0.00% , r' 0.00% � 0.00% 4 4 0.00% 4i
2035 2035 2037 L 2038 I 2039 L � 204 2041 I
Retail Min Charge $ - ! $ - 4 $ - � $ 4 $ 'a T $ ` J $!_ J J
Retail Volume Charge 0.00% ' ' 0.00% • ' 0.00% -' J 0.00% .11 j 0.00% I 0.00% ' ' 0.00% 4�
Bulk Base Charge 0.00% 1' _ 0.00% x' I J 0.00% - i J 0.00% 4 ' 0.00% •4 J 0.00% ' '( ' 0.00% 4 j
Bulk Transmission 0.00% I' ' 0.00% ' rt r•• rt•.a _ 0.00% 4 '' 0.00% _ ' II�� "'J 0.00% ' '
Bulk Treatment 0.00% 11' ' 0.00% 4 ' 0.00% 4 4 0.00% 'y ' 0.00% 4 4 0.00% , I4 0.00% A]I j

TAB 9
Public Hearing and
Board of Commissioners
Meeting Minutes

Joljnstonian flttus
Nwill beOTE: The
mailed originaltoyou Proof ofdirectly PublicationfromThe
AFFIDAVIT OF PUBLICATION
Johnstonian News
Johnstonian News
814 E.Market St.
[phone] See Proof on Next Page
I, Robin Holland, of lawful age,being duly sworn upon oath,
deposes and says that I am the Business Office Clerk of
Johnstonian News,a publication that is a"legal newspaper"as that
phrase is defined for the city of Smithfield,for the County of
Johnston, in the state of North Carolina,that this affidavit is Page 1
of 2 with the full text of the sworn-to notice set forth on the pages
that follow,and that the attachment hereto contains the correct copy
of what was published in said legal newspaper in consecutive
issues on the following dates:
PUBLICATION DATES:
23 Mar 2022
Notice ID:XYXwGdYF87VdaSoX2dUW
Notice Name:20-Year CIP for Public Utilities
PUBLICATION FEE: $58.78
4,1
B siness Office Clerk .%( O
r = 1.1,Otq
11.a 2:
VERIFICATION � q `ita
+ �
STATE OF NORTH CAROLINA % � U 8t I C CJ
COUNTY OF JOHNSTON ,44
COU 0%
Signed or attested before me on this ,
010` day of IrY1..),C}1 ,A.D.209Q .
Notary Public
My Commission Expires:07/23/2023
20-Year CIP for Public Utilities-Page 1 of 2
.

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ON1ttY H Ol'18ftd dO 3Ot10N

Beaufort Gazette The Herald-Rock Hill el Nuevo Herald-Miami Sun News-Myrtle Beach
Belleville News-Democrat Herald Sun-Durham Modesto Bee The News Tribune Tacoma
Bellingham Herald Idaho Statesman Raleigh News d,Observer The Telegraph Macon
Bradenton Herald Island Packet The Olympian San Luis Obispo Tribune
MCCLATCNY Centre Daily Times lianas City Star Sacramento Bee Tn-City Herald
Charlotte Observer Lexington Herald-Leader Fort Worth Star-Telegram Wichita Eagle
Columbus Ledger-Enquirer Merced Sun-Star The State-Columbia
Fresno Bee Miami Herald Sun Herald-Biloxi
AFFIDAVIT OF PUBLICATION
Account# Order Number Identification Order PO Amount Cols Depth
27608 233674 Print Legal Ad-IPL0065020 $109.80 2 29 L
Attention: Paula Woodard STATE OF NORTH CAROLINA
JOHNSTON COUNTY COUNTY OF WAKE
PO BOX 1049 Before the undersigned,a Notary Public of Dallas
SMITHFIELD,NC 275771049 County,Texas,duly commissioned and authorized to
administer oaths,affirmations,etc.,personally
appeared Tara Pennington,who being duly sworn or
affirmed,according to law,doth depose and say that he
NOTICE OF PUBLIC HEARING or she is Accounts Receivable Specialist of the News&
The Johnston County Board of Commissioners will hold a public hearing on Observer Publishing Company,a corporation organized
Monday,April 4,2022,at their 10:00 a.m.regular meeting held in the Commis- and doing business under the Laws of the State of North
sioners'Meeting Room,Johnston County Courthouse,207 E.Johnston Street,
Smithfield,NC 27577.The public hearing will begin immediately following the Carolina,and publishing a newspaper known as The
Public Comment section held at the beginning of the meeting(10:00 a.m.),or as News&Observer,Wake and State aforesaid,the said
soon thereafter as possible.
newspaper in which such notice,paper,document,or
The purpose of the public hearing is to receive public comment on the draft legal advertisement was published was,at the time of
20-Year Capital Improvements Plan (CIP)for water,wastewater and reclaimed
water facilities in Johnston County.The CIP includes facility improvements and each and every such publication,a newspaper meeting
additions,new facilities,and major capital purchases for Fiscal Year 2022-2023 all of the requirements and qualifications of Section 1-
through Fiscal Year 2041-2042. Detailed Capital Improvements Plans are re-
quired in accordance with North Carolina Department of Environmental Quality 597 of the General Statutes of North Carolina and was a
guidelines in order to qualify for State loan and grant funding.The proposed plan qualified newspaper within the meaning of Section 1-597
s available for public inspection on the County's website at www.JohnstonNC.
coin/commissioners (See "Public Notices") or at the Johnston County Public of the General Statutes of North Carolina,and that as
Utilities Department located in the Johnston County Land Use Center,309 E. such he or she makes this affidavit;and is familiar with
Market Street,Smithfield,North Carolina between the hours of 8:00 a.m. until
5:00 p.m.Monday through Friday, [phone].Citizens that would like to the books,files and business of said corporation and by
address the Board regarding this hearing but have concerns with physically reference to the files of said publication the attached
attending the meeting,may email those comments to Clerk to the Board Paula
Woodard at [e-mail] meeting will be livestreamed advertisement for JOHNSTON COUNTY was inserted in
through Yourube at https://www.youtube.com/jocogovnc. the aforesaid newspaper on dates as follows:
R.S."Butch"Lawter,Jr.,Chairman
Johnston County Board of Commissioners
IPL0055020 Mar 23 2022 No.of Insertions: 1
Beginning Issue of: 03/23/2022
Ending Issue of: 03/23/2022
I certify(or declare)under penalty of perjury that the
foregoing is true and correct.
3&?-frti t4?
Notary Public in and for the state of Texas,residing in
Dallas County
STEFAN SCOTT BEARD .
ItY Way la O 131788951
rip- Ells Wow 23,2072
Extra charge for lost or duplicate affidavits.
Legal document please do not destroy!

Office of is R,S."Butch"Lawler Jr.,Chairman
County Commissioners
tilAk4/1 re0111IllyPatrick E.Harris,Vice Chairman
[phone] .)
POST OFFICE BOX 1048 Tony Braswell
FAX[phone] SMITHFIELD,N.C.27577 Ted G.Godwin
Fred J.Smith,Jr.
Paula G.Woodard,Clerk Richard D. Braswell
April Stephens
April 19,2022
Ms. Kim Rineer,P.E.
Johnston County Public Utilities
309 E. Market Street
Smithfield,North Carolina 27577 •,_ ';'-ii.: :1„ ''',.'.,i'i".'.ii ,,,: .,,,,.....,, ,,
Dear Ms. Rineer:
This letter is to certify that the Johnston County Board of Commissioners, Meeting in regular.
session on April 18,'2022;unanimously voted to adopt the Johnston County Public Utilities 2022
Capital Improvements.Plan: Certified minutes from this meeting may be obtainedonce they
have been approved by the Board of gonuuiSlio11.*-01MEIy,' 16, 2022.. ,......::.::::.:::;:,:i 1
. .' ,::-'.117!i! ;'11 ... ‘-:','-:.-'-.' 's. '':•1-! '::::..i:::''...:::::::::::'; ))
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Paula G. Woodard
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706
April 4, 2022—10:00 a.m. Continued
Mr.McLamb also reported that the CDBG funding for mortgage assistance is ongoing and over$600,000
has been distributed to date with approximately $300,000 remaining to be used by September 30, 2022. Mr.
McLamb commended Yardi,the Department of Social Services Staff,and the Finance Staff for all their work on
this project. He stated the hope is to wrap everything up in another month or so.
Commissioner Ted G.Godwin asked how the fraud cases are handled.
Mr.McLamb stated the potential fraud cases are singled out and thoroughly investigated. He stated there
are various reasons for fraud,which include residency status or income levels. He noted there has been an uptick
in fraudulent activity and staff continues to monitor the cases closely.
4. Public Comments
A) Citizen Concern—Airport Authority Appointments
Charles Walters with Blue Line Aviation voiced his concerns and opposition to the reappointment of
certain members of the Airport Authority, specifically Tim Stevens, John H. Bullock and Ken Starling. Mr.
Walters spoke on his concerns regarding these members being reappointed and what he feels is a conflict of
interest or personal gain by the individuals. Mr.Walters stated there are some qualified applicants for the Board
to consider this time and he feels it would be good to have a change.
5. Public Hearing—Public Utilities—20 Year Capital Improvements Plan
Advertised—The News&Observer,The Johnstonian News and The News in Review—March 23,2022.
Chairman R.S. "Butch" Lawter, Jr. opened the public hearing for the purposes of allowing public
comment on the draft 20-Year Capital Improvements Plan (CIP) for water, wastewater and reclaimed water
facilities in Johnston County.
Utilities Director Chandra Farmer, P.E., introduced Engineering Manager Kim Rineer to present a
summary of the CIP.
Ms.Rineer explained that the CIP includes facility improvements and additions,new facilities,and major
capital purchases for Fiscal Year 2022-2023 through Fiscal Year 2041-2042. Ms.Rineer provided the Board with
a background of the staffing at the Public Utilities Department and stated their mission is to provide the citizens
of Johnston County with efficient, affordable and friendly services of water supply,wastewater collection and
treatment,reclaimed water,stormwater management regulation,stormwater sedimentation regimen control,and
buffer regulation. Ms.Rineer stated detailed Capital Improvements Plans are required in accordance with North
Carolina Department of Environmental Quality guidelines in order to qualify for State loan and grant funding.
She stated the complete proposed plan has been available on the County's website as well as in the Public Utilities
Office for public inspection. Ms.Rineer presented the following overview of the CIP for the Board:
Johnston County Public Utilities
Draft 2022 CIP
Presentation to the Board of Commissioners&Public Hearing•04.04.2022

707
April 4, 2022—10:00 a.m. Continued
•
<0.1pik,
Johnston County Public Utilities
Director of Utilities-Chandra C.Farmer,P.E. Mission:
to provide the citizens of Johnston County el(tricot.
allordable,friendly services of)
7 managers-94 active positions Water Supply
Wastewater Collection and Treatment
Reclaimed Water
Stormwater Management(Regulatory)
Sediment and Erosion Control
Buffer Regulation Program
Ms.Rineer explained the CIP is based on the land use plan,growth projections,and regulations that are
forthcoming. Ms.Rineer shared the following information as it relates to water supply with the Board and stated
it totals just shy of 25 mgd. She noted that last summer there was a peak day where 18.4 mgd was sold and in
order to sell this amount,there must be a supply of at least 20 mgd.
Background - Existing Water Facilities
Water Supply Water Distribution
• Timothy G.Broome WTP-14 mgd • 1,719 miles of water lines
• Water Purchase Agreements • 13 elevated storage tanks
o Smithfield 3.5 mgd • 93 master meters
o Harnett County 2.5 mgd
o City of Raleigh 2.5 mgd • 18 booster pump stations
o City of Wilson 1.5 mgd
o Sampson County 0.5 mgd
o Wayne WDs 0.45 mgd
o Benson 0.01 mgd
Ms. Rineer reviewed how the retail water system is divided and stated that most of the supply goes to
bulk customers in Clayton, Kenly, Princeton,Four Oaks and to supply bulk water systems for Carolina Water
Systems and Aqua.
In response to Chairman Lawter,Ms.Rineer stated average use for bulk versus retail is just over half.
Background- Existing Water Facilities
Retail Water Customers Bulk Water Customers
• 16 water districts(including Archer • Clayton
Lodge and Wilson's Mills town • Kenly
• Princeton
limits) • Four Oaks
• Over 40.060 residential customers • CWS&Aqua
• Over 1,050 commercial& • Supplemental Supply-Selma,Pine
institutional customers Level,Micro,Benson.Smithfield&
Fuquay-Varina
• 2.250 inactive customers

708
April 4,2022—10:00 a.m. Continued
Ms. Rineer reported the Johnston County Regional Wastewater Treatment Facility(CJCRWWTF) can
treat 9.5 mgd and the 210 Wastewater Treatment Facility will initially treat 4.0 mgd when construction is
completed.
Background - Existing Wastewater Facilities
Wastewater Treatment Wastewater Collection
• CJCRWWTF-9.5 mgd • 147 miles of force main
• 210 W WTF-4.0 mgd(under • 843 miles of gravity sewer
construction) • Over 2,200 manholes
• 56 wastewater pump stations
Background- Existing Wastewater Facilities
Retail Sewer Customers Bulk Sewer Customers
• Over 8,200 residential and • Smithfield
commercial customers(includes • Selma
• Four
Oaks
customers in Wilson's Mills Town • Pine Level
limits) • CWS&Aqua
• Supplemental Treatment-Town of
Clayton
Ms.Rineer shared background information on the reclaimed water facilities with the Board. She stated
the Neuse River Basin is nutrient limited and the nitrogen allocation must be followed. She stated if the nitrogen
allocation is not followed,then purchase,mitigation or diversion is necessary from other areas. Ms.Rineer stated
diversion of reclaimed water is important because it helps with nitrogen allocation in the system.
Background- Reclaimed Water Facilities
Reclaimed Water Supply Reclaimed Water Distribution
• 1.5 mg of storage • 70,7301f of transmission mains
• 1800 gpm pump station • Serves 27 connections:
• 2.5 mgd of supply County irrigation at the Landfill&
• Diverts approximately 0.85 mgd or Ag Center
JCC
7,750 of nitrogen per year
Country Club of Johnson County
Local agri-businesses
Commissioner Ted G.Godwin asked if there were a stronger demand from farmers for reclaimed water,
how hard would it be to meet that demand.
Ms.Rineer stated there is excess capacity;however,the problem is funding the distribution because it is
a non-revenue earning service. Ms.Rineer stated there have not been many opportunities for grants to expand the
system;however,staff always checks to see if any funding is available.
Ms.Rineer continued the presentation by sharing growth predictions with the Board.

April 4, 2022—10:00 a.m. Continued
Growth Predictions
Water System Wastewater System
• Predicted to grow from supplying • Predicted to grow from treating
approximately 12.6 mgd on average In approximately 6.74 mgd on
2020 to 30 mgd in 2042 average in 2021 to 15.5 mgd in
• Almost half of that 30 mgd supply will 2042
be to serve the Town of Clayton • Max day estimated at 38 mgd
• Max day estimated at 44 mgd in 2042
Ms.Rineer shared the proposed improvements within the CIP.
Proposed Major Water Distribution Projects
16 Water Line Projects
Estimated Cost-533.685.300
3 Booster Pump Station Upgrades
Estimated Cost-S2.635.000
5 Water Quality Improvements to Elevated Storage Tanks
Estimated Cost-S1.750.000
2 Control Valve Projects
Estimated Cost 5300.000
Major O&M Projects
Estimated Cost $24.665,000
r-�
Proposed Major Water Supply Projects
Additional 4 MGD Treatment Capacity at TGB WTP
Estimated Cost-$40.000.000
New Raw Water Source,Storage&Transmission
Estimated Cost-$85.000.000(3 chases)
New WTP(24 mgd built out in 8 mgd phases)
Estimated Cost-$255.000.000(3 phases)
Purchase Additional Water SUpply
Estimated Cost-$2.500.000
8 Major O&M Projects
Estimated Cost-$17.810.000
Proposed Major Wastewater Collection & RWC
Projects
9 Sewer Line Projects
Estimated Cost-$28.953.000
2 RCW Extensions
Estimated Cost-$2A00.000
6 Wastewater Pump Station Upgrades
Estimated Cost-$13.030.000
1 New Regional WWPS
Estimated Cost-S3.500.000
Major O&M Projects
Estimated Cost.520.953.000

April 4, 2022—10:00 a.m. Continued
Proposed Major Wastewater Treatment Projects
4 Wastewater Treatment Projects to Increase capacity and move all treatment to the 210
WWTF over the 20 Year Period
Estimated Cost-$124.576.000
PTF SCADA Upgrade at the CJCRWWTF and CMMS
Estimated Cost-511,120.000
Convert CJCRWTTF to an Equalization&Pumping Facility
Estimated Cost $10,000,000
Major O&M Projects
Estimated Cost-S6 0$0,000
Ms. Rineer stated in summary $688,360,400 in projects are proposed in the CIP. She noted that the
numbers were difficult to project due to the current volatile construction environment.
E
Summary of Estimated Project Costs
Water Wastewater Wastewater
FY Time Frame Water Supply Distribution Treatment Collection/RCW TOTAL
2022-2026 $45,180,000 $40,930,600 $59,594,800 $41,242,000 $186,947,400
2027-2031 $181,010,000 $13,493,000 $1,850,000 $12,800,000 $209,153,000
2032-2036 $97,675,000 $6,000,000 $30,850,000 $6,050,000 $140,575,000
2037.2042 $76,445.000 $5.690,000 $61.550,000 $8,000.000 $151.685,000
TOTAL $400,310,000 $66,113,600 $153,844,800 668,092,000 $688,360,400
Ms.Rineer reminded everyone that the County's Public Utilities Department is an Enterprise Fund,which
means taxpayer revenue does not fund Public Utilities. She reported on the funds within the department, as
follows:
Water Fund(67)
Wastewater
Treatment Fund(68)
Enterprise Funds
Water District
Operating Fund(69)
One-Time Connection Fees
Monthly Bills
Miscellaneous Charges
Revenues Bulk Capacity Fees
Bulk Monthly Bills
Investment Income

711
April 4, 2022—10:00 a.m. Continued
SOF and Bulk Capacity Fees
Determined from list of capacity
building projects identified in the
CIP and debt repayment of
previous capacity building
projects
Rate Setting Monthly Billing
Set to cover the operation&
maintenance,customer service,
treatment,and distribution and
collection debt expenses
Ms. Rineer asked the Board to review the plan and provide feedback. She stated unless the Board has
objections,staff would like to place the proposed CIP on the April 18,2022 agenda for adoption consideration.
Ms.Rineer stated the adopted CIP will assist with spring applications for funding assistance. She noted also that
once the plan is adopted,it will assist with updating the rate model in the fall.
Adopt the CIP
April 18,2022
Apply for funding in the NC
DWI Spring 2021 round
May 2,2022
Next Steps
Update the rate model and
SDF calculation using the
adopted CIP
Fall 2022
Commissioner Richard D.Braswell commented that the projects are incremental to a certain extent. He
noted that when the 210 Wastewater Treatment Facility construction is complete it will produce 4 mgd of
wastewater capacity and he asked if there would be an expansion already under design.
Ms. Rineer explained that the facility is designed to be easily expanded and staff has already begun the
NPDES Permit process.
Commissioner R Braswell asked what type of protection will be in place to protect the existing wastewater
treatment plant from flooding when it is converted to an equalization and pumping facility.
Ms. Rineer reported that staff has just completed a project which raised the dike level at the existing
facility. She noted there is also a new automatic flood gate at the main entrance. Ms.Rineer reported the roadway
to the plant will flood,and by converting the facility into a pumping station it can remain in operation even when
staff cannot be onsite. She stated the flood plain predictions are adjusted every so often and get higher every time
so the current dike is just below the 500 year flood plain as it is predicted to be 20 years from now.
Commissioner R Braswell asked about alternatives other than the Neuse River for water supply.
Utilities Director Chandra Farmer,P.E.,stated there is a long-term supply plan currently being developed
and staff plans to present that to the Board in the next couple of months. She noted that staff has recently received
new data from the Town of Clayton which has changed the projections. Ms. Farmer stated staff continues to
research solutions to meet the future needs in the most economical manner.
Chairman Lawter asked of the counties in North Carolina that are comparable to Johnston,how many of
those counties operate water and sewer systems.
Ms. Farmer responded that Johnston County is unusual in that it operates a public sewer system. She
stated many areas have water systems,but it is unusual to have a wastewater system.

712
April 4,2022—10:00 a.m. Continued
In response to Chairman Lawter,Ms.Rineer stated Johnston County currently has a uniform water rate
that is balanced out system-wide. She stated when considering different rates for different areas,the mileage of
the pipe per the number of users on that line has to be considered;otherwise,it could create inequities.
Chairman Lawter noted the County is currently in Phase 1 of the regional water and sewer analysis and
based on that analysis,the CIP could change.
Ms.Farmer agreed and stated there are many factors that could change the CIP over time and the goal is
to update the plan approximately every two years.
Commissioner Fred J.Smith,Jr.reiterated earlier comments by Ms.Rineer during her presentation,stating
it is important for the public to know that the Public Utilities Department is an enterprise fund,which does not
affect taxpayer dollars,property tax rates or sales tax rates. He continued that the enterprise fund runs like a
business and the Utilities Department can set the price for their captured customer base. Commissioner Smith
stated the biggest problem is not the customers as there are plenty and plenty more coming,but rather it is meeting
the supply of the customers.
Ms.Farmer agreed that meeting the supply is a big challenge;however,she stated the challenge is also
about keeping things fair for the existing customers. Ms.Farmer stated if projects are necessary for growth,then
they try to pass those costs on to the new customers to pay for that growth,while the existing customers pay for
the operation and maintenance type costs.
Commissioner R Braswell spoke on the importance of exploring water supply alternatives stating the
Neuse River is not an endless source of water.
Chairman Lawter asked for anyone in the audience that wished to speak to come forward.
There were no comments by the public.
Chairman Lawter asked if there were any final comments or questions by Commissioners.
Commissioner Tony Braswell commented that he can appreciate other comments and thoughts as it relates
to setting rates;however,for him it is important to know that no matter where someone lives,they pay the same
rate. Commissioner T Braswell further stated that Ms.Farmer's comments about allowing growth to pay for itself
are very appropriate.
The Chairman closed the public hearing and stated unless there are objections by the Board,staff would
place the item on the Board's April 18'h agenda for consideration.
6. Social Services—Child Abuse Prevention Month Proclamation
Department of Social Services Director Scott Sabatino requested the Board to adopt a proclamation for
April 2022 as Child Abuse Prevention Month. Mr. Sabatino reported the State and all the Counties adopt the
Proclamation to bring about the importance of Child Abuse Prevention. He stated this past year Social Services
investigated 1,160 families,with 588 of those families needing services beyond the investigation. Mr. Sabatino
spoke on the importance of recognizing and reaching out to Social Services,schools,law enforcement,the Health
Department,or any other agency for situations of child abuse.
Vice Chairman Patrick E. Harris recognized and thanked Mr. James Coleman for his service on the
Department of Social Services Board.
Vice Chairman Patrick E.Harris read aloud the proclamation and moved for its adoption. Commissioner
Tony Braswell seconded the motion,which carried unanimously.
Child Abuse Prevention Month
Proclamation
Whereas, children are vital to our County and State's future success,prosperity, and quality of life as well as
being our most vulnerable assets;and

Response Action Plan

Sewage Overflow Emergency Response Plan
Sanitary Sewage Overflow (SSO) Procedure:
1. Notify Supervisor Immediately! (Wink Davis 919-623-9103 or Eric Narron 919-291-0314)
2. Locate spill and determine where the closest pump station is relative to that location and
turn the H-O-A switches to "off" position
3. Locate the closest main inline valves on each side of the spill area & close them
4. Try to contain the spill as much as possible. Access the amount of the sewage lost and track
where it is flowing (ditches, fields, streams, etc.)
5. Get a tanker or Vac truck and remove as much sewage as possible, as quickly as possible &
continue until flow has stopped
a. (Call JCPU construction group or Emergency Septic Services—see attached list)
6. Call in an emergency repair locate & make repairs to the service or main as soon as possible
a. (Call JCPU construction group or Emergency Contractors—see attached list)
7. After repairs have been made, spread lime over entire spill area and lightly down ditches
8. File report with the proper agency within required time.

Emergency Contractor Phone Numbers
Emergency Septic Services:
1. A+ [phone] Benson, NC
2. Stay Clean [phone] Clayton, NC
3. C's Septic Services [phone] Four Oaks, NC
4. Kleb's [phone] Smithfield, NC
5. Johnson Septic [phone] Smithfield, NC
6. Baily's [phone] Smithfield, NC
Emergency Contractors:
1. Adam Stuckey (RD) [phone] Princeton, NC
2. AGP (Jeff Norris) [phone] Wilson Mills, NC
3. Scott Mizelle [phone] Raleigh, NC
4. Brad Gordon (RGB) [phone] Clayton, NC
Emergency Parts Suppliers:
1. TEC Utilities (Ernie) [phone] Garner, NC
2. Fortiline [phone] Garner, NC
3. Core & Main [phone] Wilson, NC
Emergency Equipment Suppliers:
1. Hertz (Herc) [phone] Clayton, NC Equipment
2. Xylem (Freddie) [phone] Clayton, NC Emergency Pumps

SEWAGE OVERFLOW EMERGENCY RESPONSE PLAN
This Plan establishes proper clean-up procedures and safety measures to be followed during sewage spill and
remediation efforts.These procedures are designed to protect employees,the public,and the environment from the
potentially harmful effects associated with sewage spills.
Response Personnel
Wastewater and/or Construction(JCPU)personnel are primary responders to sewage spills.Responsibilities include
determining the cause of,and stopping,a sewage spill,proper cleanup and disposal of spilled sewage and,when
necessary,conformance with lock-out tag-out and confined space procedures appropriate for the situation.JCPU
supervisors shall be responsible for ensuring that response personnel are trained prior to engaging in sewage spill clean-
up efforts and that sewage spill clean-up efforts are done in accordance with this Plan.
Response Time
During regular business hours first responders will be on scene within thirty minutes of a report.Off/After hours and
weekends on-call personnel/resources will be on scene in an hour or less.
Potential System Failures
Potential significant system failures are blockage of a main line or failure of sewer system pumps,either of which could
quickly cause a large spill.To address the threat of pump failures Johnston County Public Utilities has installed back up
pumps at each of the lift stations servicing the wastewater distribution system;in addition,stationary emergency
generators as well as portable generators are available to power those pumps in the event of a power failure.To
mitigate any large scale spill we also have portable pumps capable of moving spilled sewage up to three hundred(300)
feet for alternate sanitary sewer disposal as well as half a dozen Vacuum Tanker Truck suppliers to aid in retrieval.
Health Hazards
Many disease-causing agents are potentially present in raw sewage.These organisms include bacteria,viruses,fungi and
parasites. In the U.S.,most illnesses associated with raw sewage exposure produce mild to severe flu-like or cold-like
symptoms.However,more serious illnesses,such as Hepatitis A,can be contracted through direct contact(mouth,eyes,
nose,and ears)with raw sewage.With respect to HIV(AIDS)and HBV(Hepatitis B),the Division of Occupational Safety
and Health(OSHA)has stated,in the Bloodborne Pathogen Standard,the following:
There is no evidence to suggest that sewage plant or wastewater workers are at increased risk for hepatitis B
infection.HBV and HIV may be present in wastewater,but only in a non-viable state and in very dilute
concentrations, which would not be expected to pose a risk to wastewater workers or sewage plant workers.
Since microorganisms can cause disease by entering the body through the mouth,eyes,ears,nose,or through cuts and
abrasions to the skin,proper hygiene,and appropriate personal protective equipment(PPE)must be utilized when the
potential for direct contact with raw sewage is possible.

Proper Hygiene
Wear waterproof gloves
Wash your hands thoroughly after cleanup work.Use plenty of soap,scrub for at least 30 seconds,and rinse thoroughly.
The North Carolina Department of Health Services states:"frequent,routine hand washing is the most important
safeguard in preventing infection by agents present in sewage."
Do not touch fecal matter or raw sewage with bare hands.Wear waterproof gloves and use an instrument such as tongs
or a spade when direct contact with fecal material is necessary.
Do not touch your nose,mouth eyes or ears with your hands unless you have just washed.
Do not smoke,ea
t,e,a t,drink,apply lip treatments,or chew gum while cleaning up fecal matter or raw sewage.
Reduce exposure by keeping those who are not properly protected from coming in contact with the material.
Clean everything,including clothes,tools,and footwear,that came in contact with the fecal matter or raw sewage.Use
"H2Orange"to wash down contaminated surfaces and clean-up equipment.
Personal Protective and Clean Up Equipment
As appropriate,use the following equipment when cleaning sewage spills.
•Waterproof gloves • Mops • Face Shield • Hay Bales • Portable pumps
• Impervious Coveralls • Disinfectant detergent(H2Orange) •Shovels • Buckets/All Tools
• Fans/blowers •Wet/Dry Vacuum • Confined Space Entry Equipment • Portable generator
Clean Up Procedure
1.Evaluate how big the spill is(or may become)and take actions to contain the spill in the smallest area possible. If
possible,prevent the spill from entering a storm drain or stream/creek by creating a berm.
2.Secure area against unauthorized entry.
3.Investigate the potential for electrical hazards and de-energize electrical circuits as necessary.
4.Determine if confined space procedures are required and implement as necessary.
5.Follow the"Proper Hygiene"section of this document during any clean-up activities.
6.Acquire all appropriate Personal Protective Equipment(PPE)and clean up equipment.
7.Prepare"H2Orange"or other disinfectant detergent,in bucket(s)and/or Sprayer(s),in accordance with the
manufacturer's directions.
8.Put on appropriate PPE
9.Remove all items from the contaminated area and dispose of properly.
10.Recover as much raw sewage as possible via vac truck and dispose of raw sewage and/or fecal matter into an active
sewer system.Spread pelletized lime lightly to reduce odor after all wastewater is recovered.
11.Following complete clean-up of the contaminated area,wash your hands thoroughly and launder soiled clothes
separately.Disinfect"clean-up" mops,brooms,shovels,tongs, brushes,etc.with disinfectant detergent.

If you have any questions or concerns regarding the clean-up and disposal of fecal matter and/or raw sewage,please
contact your supervisor immediately.
Exposure and First Aid
If you believe that raw sewage has come into direct contact with your eyes,mouth,ears,nose,or a cut,abrasion,
puncture,etc.,immediately and thoroughly wash the exposed area with copious amounts of soap and water and report
it to your immediate supervisor.

G)rfoce larre _FEN' GileciAinrfI l
L or{i soAocons
1) RECORD ALL TOTALIZER READINGS (FLOW RECORDER, PUMPS 1&2 AND
GENERATOR)
2) PUMP #1 SHOULD BE STARTED BY TURNING THE H-O-A SWITCH FROM
AUTOMATIC TO THE HAND POSITION. THE PUMP SHOULD START & RUN
FOR APPROX. 15 SECONDS. RETURN SWITCH TO AUTOMATIC POSITION.
REPEAT THIS PROCEDURE FOR PUMP #2, PUMP #3, PUMP #4, ETC.
3) RAISE WET WELL LID TO CHECK FOR ANY PROBLEMS, SUCH AS HIGH
LEVEL, GREASE BUILD UP, FLOATS THAT ARE HUNG UP, PUMP CORDS
THAT HAVE FALLEN INTO THE WELL, ETC.
4) RAISE CHECK VALVE VAULT LID AND CHECK FOR ANY PROBLEMS AND
EXERCISE ALL VALVES MONTHLY.
5) CLEAN TRASH BASKETS AND/OR RAKE BAR SCREENS AT STATIONS
WHERE INSTALLED
6) RECORD ALL ACTIVITY & PROBLEMS FOUND IN LOG BOOK INCLUDING
(NAME, TIME, DATE, PROBLEM, ETC.)
7) SECURE BUILDING, CONTROL CABINETS & GATES BEFORE LEAVING.
8) REPORT ANY ALL PROBLEMS TO SUPERVISOR IMMEDIATELY!

Collection System Equipment List 9/5/2022
Qty Vehicle/Equipment
12 4x4 pickups F150/Chevy
14 F250 Utility Body diesel pickups
1 F550 maintenance crane truck
1 F450 Flatbed Gooseneck truck
2 416 Caterpillar Backhoes
1 308 Caterpillar Excavator
1 Mack Lowboy
2 Bobcat E42 mini excavators
2 Doosan portable air compressors
1 Diesel powered light tree
4 Hudson trailers dual axle
1 Trailer Jetter
1 Vacall Truck jetter
2 Tandem axle dump trucks
1 Honda 4-wheeler
1 8x8 XTD Argo (diesel)
1 297C Skid Steer (grinder-bush hog)
1 6" CD150 Godwin bypass pump
3 50kw portable generators
1 75kw portable generator
1 150kw portable generator
1 Kubota mini tractor/backhoe
1 23.5 ton Terex Boom Truck

Contingency Plan

ContingencyPlan
For JCPU Collection System
In the event of ANY emergencies that cannot be handled
under normal circumstances, contact the following:
Supervisor — Wink Davis 919-623-9103
Manager — Eric Narron 919-291-0314
Director — Chandra Farmer 919-989-5826
• Utilize onsite wastewater equalization/storage ca acit first if
capacity
available at the station
• Implement pump & haul for stations without equalization/storage
when pumps are not keeping up
• Divert flow to another station temporarily (if possible)
• Utilize backup portable generators or bypass pumping (if needed)
• See Hurricane Preparations Contingency

9/26/2022
Hurricane Preparations
• Make preparations for your family, so you can report to work, if needed
• Establish clear communication protocol with staff and ensure contact information is available
• Keep cell phones charged
• Charge radios
• Fuel all generators
• Test all generators with loads
• Fuel all vehicles and equipment
• Pump down wastewater storage/equalization facilities to the extent possible
• Ensure all elevated water tanks are full
• Secure any materials or equipment subject to wind damage
• Have emergency water supply interconnections ready
• Have contacts available for water suppliers/purchasers
• Have pumper trucks on-standby and ready
• When hurricane impacts are confirmed as probable for the County, send call out ahead of storm:
o Store water for essential uses (drinking, flushing, etc)
o How to report no water
o Report any water main breaks
• Have laptops and phones ready to take to EOC with customer information available
• Have Boil Water Advisory ready
• No one on the road in high winds
• No one drive through floodwaters
• Contact information for power providers (account information available—address and account#):
o Duke Progress Energy: Bobbie Dupuis, Bobbie.Dupuis@a duke-energy.com;
919-546-6819 (office); 910-526-2131 (cell)
o Town of Smithfield: Ted Credle,[e-mail]
919-934-2116 ext 1162 (office); 919-901-5082 (cell)
• Log any damage/repairs in CityWorks noting hurricane (Ian)for Collection & Distribution System
• Document any impacts not recorded in CityWorks.
• Document any equipment(heavy equipment,trucks,generators, etc) usage to the extent possible.

Emergency Contractor Phone Numbers
Emergency Septic Services:
1. A+ [phone] Benson, NC
2. Stay Clean [phone] Clayton, NC
3. C's Septic Services [phone] Four Oaks, NC
4. Kleb's [phone] Smithfield, NC
5. Johnson Septic [phone] Smithfield, NC
6. Baily's [phone] Smithfield, NC
Emergency Contractors:
1. Adam Stuckey(RD) [phone] Princeton, NC
2. AGP (Jeff Norris) [phone] Wilson Mills, NC
3. Scott Mizelle [phone] Raleigh, NC
4. Brad Gordon (RGB) [phone] Clayton, NC
Emergency Parts Suppliers:
1. TEC Utilities(Ernie) [phone] Garner, NC
2. Fortiline [phone] Garner, NC
3. Core & Main [phone] Wilson, NC
Emergency Equipment Suppliers:
1. Hertz(Herc) [phone] Clayton, NC Equipment
2. Xylem (Freddie) [phone] Clayton, NC Emergency Pumps

Wastewater Pump
Stations
Head Conditions for
Bypass Pumping

Equipment General Report 9/26/2022
Page 1 of 16
Equipment: 319 P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 125 HP Serial Number: 1014163-0
ition: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
embly: 125 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 135 gpm @ 285'TDH, 1780 rpm
30'cable, 360T
3/60/460 volt
4"D5434MV
Equipment: Adams Point P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 75 HP Serial Number: 1365596-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: Fairbanks Morse
Assembly: 75 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 500 GPM @ 160'TDH, 1770 RPM
40'cable, 320T,
SS imp hardware
3/60/460 volt
FM 4" D5434MV
Equipment: Airport P/S 1 Description: Pump#1 Department: fac2
-••'p Type: LS-Pump Lift Station Pump Model Number: 25 HP Serial Number: K4B1-073409-0
ition: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 25 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 180 gpm @ 105'TDH
3/460 volt
4" D5434M
Equipment: Austin Pond 2-#1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 5 HP Serial Number: 327110
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: Fairbanks Morse
Assembly: 5 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 80 GPM @ 31'TDH, 1200 RPM
30'cable,210T
3/60/460 volt
***Changed impeller to T4B1 MG(9 3/4"imp)
FM 4" D5432 MV

Equipment General Report 9/26/2022
Page 2 of 16
Equipment: Austin Pond P/S#1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 100 HP Serial Number: K4J1-081255-0
ation: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: Fairbanks Morse
?mbly: 100 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 360 GPM @ 240'TDH, 1780 RPM(Original Spec to pump to Clayton!!!)
360T
3/60/460 volt
FM 4" D5434MV
Equipment: Bayer P/S Description: Pump#1 (Clayton) Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 60 HP Serial Number: K4B1-073784
Location: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 60 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 350 GPM @207'TDH, 1800 rpm
30'cable, 320T
FM 4"5434M
NEW 60 HP specs?
Equipment: Buffalo Creek P/S 1 Description: Pump#1 Department: fac2
Type: LS-Pump Lift Station Pump Model Number: 50 HP Serial Number: K3S1-058442
3tion: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: Fairbanks Morse
Assembly: 50 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 6"A5433M
1500 GPM @ 100'TDH
50'cable 320T
3/60/460 volt
Pump Test performed 4/28/14. First one pump brought up to run at full power then the second along with it to full power then
the third pump added to full power. Below are the results.
Pump 1 -2060 gpm
Pump 1+2-2770 gpm
Pump 1+2+3-2980 gpm(Total of 3 pumps running together)
Equipment: Clayton K5 PS 1 Description: Pump#1 EBARA Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 60 HP Serial Number: 100DLFMU6454
Location: P/S Wastewater Pump Station Manufacturer: Ebara Vendor: Interstate Utility Sales
Assembly: 60 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4"discharge
450 gpm @ 220'TDH(95 psi)
30'cable
460 volt, 3 phase, 60 Hertz
1800 rpm
4" 100DLFMU6454

Equipment General Report 9/26/2022
Page 3 of 16
Equipment: Clearwater PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 15 HP Serial Number: K4D1-062220
ation: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
embly: 15 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5435 MV
80 gpm @ 94'TDH, 1180 rpm
30'cable, 250 T
480 volt
Equipment: Cleveland HS P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 15 HP Serial Number: 1878122-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 15 HP Department: fac2 Equip Priority: 1
Status: Out of Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5432MV
85 gpm @ 80'TDH(Book says 100 gpm @ 80'TDH)
40'cable, 210T
3/60/460 volt
Station Permanently taken OFFLINE 8-18-17(Moved to Monroe Rd-new subdivision built by Dick Braswell/Terrel)
Fn""ipment: Cleveland K5 PS 1 Description: Pump#1 Department: fac2
ip Type: LS-Pump Lift Station Pump Model Number: 25 HP Serial Number: K4B1-073135-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 25 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433MV
200 gpm @ 151'TDH
165 gmp @ 162'TDH
30'cable, 250T
3/60/460 volt
Equipment: Cleveland Springs PS' Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: Serial Number: 1669032-0
Location: P/S Wastewater Pump Station Manufacturer: Vendor:
Assembly: 25 HP Department: fac2 Equip Priority:
Status: In Service
Asset Number: Date Purchased: 10/3/2014 Placed In Service: 10/3/2014
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433MVK
250 GPM @ 112'TDH
300 GPM @ 104'TDH
25 HP @ 1800 RPM
3/60/460 VAC

Equipment General Report 9/26/2022
Page 4 of 16
Equipment: Dance Art PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 5 HP Serial Number:
3tion: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
_�mbly: 5 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 3" D5432MVK
80 gpm @ 69'TDH
1800 rpm
Equipment: Devils RaceTrk P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 10 HP Serial Number: 1384049-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 10 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4"5432MVK
100 gpm @ 72'TDH, 1800 rpm
30'cable, 210T
3/460 volt
Equipment: Dixon Rd P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 15 HP Serial Number: 1299328-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
?mbly: 15 HP Department: fac2 Equip Priority: 1
_ .__us: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4"D5433MVK
80 gpm @ 100'TDH, 1750 rpm
30'cable, 210T
3/460 volt
Equipment: DOT P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 5 HP Serial Number: K4A1-072219-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 5 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4"A5432M
90 gpm @ 40'TDH, 1200 rpm
25'cable, 180 TY
3/230 volt

Equipment General Report 9/26/2022
Page 5 of 16
Equipment: Dutchess Downs PS1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 15 HP Serial Number: K4H1-080029-0
ation: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
embly: 15 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 3/60/230 volt
210T frame
30'lengths
Equipment: East Hampton P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: Serial Number: 10636061
Location: Manufacturer: Hydromatic Vendor:
Assembly: 7.5 HP Department: fac2 Equip Priority:
Status: In Service
Asset Number: Date Purchased: 1/1/2019 Placed In Service: 7/6/2020
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: Hydromatic 3" HPGHH submersible grinder pumps
7.5 HP
3600 rpm
80 gpm @ 135'TDH
3/60/460 volt
Serial#10636063 is a spare pump
Equipment: East Point P/S 1 Description: Pump#1 Department: fac2
^ ip Type: LS-Pump Lift Station Pump Model Number: 7.5 HP Serial Number: K4H1-079848-0
ation: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 7.5 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5432MVK
100 gpm @ 80'TDH
30'cable, 210T
3/460 volt
Equipment: FourOaks#1 Submers Description: Submersible Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 5 HP Serial Number: 1705100-1
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 5 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5432MV
500 GPM @ 24'TDH
1200 RPM, 3/60/460 volt
40'cable, 210T
lower seal tung/carb
CCT duplex panel dwg#BHDS3855687

Equipment General Report 9/26/2022
Page 6 of 16
Equipment: Four Oaks P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 60 HP Serial Number: 1277440
etion: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
embly: 60 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" DJ5434WD
320 gpm @ 200'TDH, 1800 rpm
30'cable, 320T
5x8 suction elbow
3/60/460
Equipment: Girsberger P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: HPGHHX750ED Serial Number: 10714991
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 7.5 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service: 12/2/2021
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: New Pentair Pump Upgrade 12-2-21
HPGHHX750ED Grinder 7.5 hp
80 gpm at 110'TDH
240 volt-50'cord
Original Girsberger Fairbanks Pumps
4"A5432MK Reliance-K4B1-073410-0
impeller changed to 9.4"2006
3/230 volt
80 gpm @ 24'TDH
Equipment: Heritage Farm P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 50 HP Serial Number: 1181110-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 50 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433MV
80 gpm @ 156'TDH
25'cable, 320T
3/60/460 volt
Equipment: Holt Lake Sewer PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 30 HP Serial Number: 1048958-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 30 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4"D5433MV
320 gpm @ 100'TDH(with trimmed impeller 2005)
40'cable, 250T
3/460 volt

Equipment General Report 9/26/2022
Page 7 of 16
Equipment: Island Creek P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 15 HP Serial Number: 1599722-0
ation: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
embly: 15 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5432MV
100 gpm @ 80'TDH , 1800 rpm
35'cable, 210T
3/460 volt
Equipment: Ives Landing P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 25 HP Serial Number: 16411113-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 25 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433 MV
322 gpm @ 110'TDH, 1800 rpm
50'cable,250T
3/460 volt
Equipment: Jordan Ridge P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 125 HP Serial Number: 1256296-0
' --ation: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
embly: 125 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5434 MV
1100 gpm @ 209'TDH, 1800 rpm
40'cable, 360T
3/460 volt
Equipment: Josephine Rd P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 125 HP Serial Number: 1639123-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 125 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5434MV
12 3/4"impeller diameter
1800 rpm
50'cable, 360T
3/460 volt
1100 gpm @ 209 TDH
Installed new larger impeller 16"6/1/15 to get a 2350 gpm rate!

Equipment General Report 9/26/2022
Page 8 of 16
Equipment: Knolls of Neuse PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 100 HP Serial Number: 1420367-0
ation: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
embly: 100 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5434MV
267 gpm @ 220'TDH, 1800 rpm
50'cable, 360T
3/460 volt
Equipment: Landfill P/S 1 Description: Pump p#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 150 HP Serial Number: 422041-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 150 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5434MV
1340 gpm @ 237'TDH, 1800 rpm
35'cable, 365T
3/460 volt
Equipment: Lockwood P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: D5432MVK Serial Number: 10370338
ation: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: Fairbanks Morse
embly: 10 HP Department: fac2 Equip Priority:
Status: In Service
Asset Number: Date Purchased: 7/26/2017 Placed In Service: 7/26/2017
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: Station put into service on July 26, 2017
180 gpm @ 60'TDH
10 hp 1800 rpm
3/60/460 VAC
210 T
Equipment: Maycraft P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 7.5 HP Serial Number: K4G1-079202-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 7.5 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5432MV
80 gpm @ 62'TDH, 1760 rpm
35'cable, 210T
3/460 volt
REPLACED ORIGINAL PUMPS WITH OLD WILSON MILLS 10 HP PUMPS 1/23/15
4"A5432MVK
100 gpm @ 70'TDH, 1755 rpm
30'cable,210TY
3/460 volts

Equipment General Report 9/26/2022
Page 9 of 16
Equipment: McGees PS 2 Description: Pump#2 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 60 HP Serial Number: K4H1-079528-0
ation: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
mbly: 60 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5434MT
180 gpm ©240'TDH, 1770 rpm
30'cable, 320T
3/460 volt
Equipment: Meadow School PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 40 HP Serial Number: K4H1-080167-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 40 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5435MV
180 gpm © 180'TDH, 1750 rpm
30'cable, 250T
3/460 volt
Equipment: Middle Creek PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 60 HP Serial Number: 866482-0
' -ation: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
embly: 60 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5435MV
80 gpm © 184'TDH, 1770 rpm
40'cable, 320T
3/460 volt
Equipment: Midstate Mills P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 5 HP Serial Number:
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 5 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433 MV
100 gpm @ 47'TDH, 1165 rpm
30'cable, 210T
3/460 volt

Equipment General Report 9/26/2022
Page 10 of 16
Equipment: Mill Creek P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: Serial Number: 1920013
3tion: Manufacturer: Flygt(Xylem) Vendor:
embly: 7.5 HP Department: fac2 Equip Priority:
Status: In Service
Asset Number: Date Purchased: 1/1/2020 Placed In Service: 7/2/2020
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: Design criteria unknown
Serial#1920015 is a 7.5 HP spare pump
Equipment: Monroe Rd P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: Serial Number: 1878122-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: Clearwater
Assembly: 15 HP Department: fac2 Equip Priority:
Status: In Service
Asset Number: Date Purchased: 12/28/2017 Placed In Service: 12/28/2017
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5432MV
85 gpm @ 80'TDH(Book says 100 gpm @ 80'TDH)
40'cable, 210T
3/60/460 volt
Cleveland High School Station Permanently taken OFFLINE 8-18-17(Moved to Monroe Rd-new subdivision built by Dick
Braswell/Terrel)
Fnuiipment: Neuse River P/S 1 Description: Pump#1 Department: fac2
ip Type: LS-Pump Lift Station Pump Model Number: 10 HP Serial Number: K4A1-072196
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 10 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433M
390 gpm @ 42'TDH, 1200 rpm
25'cable, 210T
3/230 volt
Equipment: NewSwift Creek P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: Serial Number: 10564532
Location: P/S Wastewater Pump Station Manufacturer: Vendor: Fairbanks Morse
Assembly: 150 HP Department: fac2 Equip Priority:
Status: In Service
Asset Number: Date Purchased: 1/1/2020 Placed In Service: 7/2/2020
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5434MV Note: Serial#10564532-pulled&sent to Clearwater for repair 11-18-21 (bad upper&
lower bearings??? Pump in service 7-2-20
1500 gpm @ 208'TDH
150 HP
1780 rpm
3/60/460
365T frame

Equipment General Report 9/26/2022
Page 11 of 16
Equipment: Norris School P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 10 HP Serial Number: 3127.185-1660236
ition: P/S Wastewater Pump Station Manufacturer: Flygt(Xylem) Vendor: Clearwater
embly: 10 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 10 HP
3 phase 60 hz
1720 rpm 460 volt
13/25 amp
100 gpm rated(average of first 3 draw down tests 7.5 inches at 132.18 gpm)@ 72.3 TDH
Equipment: North Tech PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 7.5 HP Serial Number: K4J1-081298-0(aka36459-C
Location: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 7.5 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4"D5433MV
120 gpm @ 58'TDH, 1155 rpm
35'cable, 210T
voltage 3/460
Note: original serial#K4J1-081298 but Fairbanks Morse changed computer systems and shipped serial#36459-0
ipment: Northwest MS P/S 1 Description: Pump#1 Department: fac2
cmuip Type: LS-Pump Lift Station Pump Model Number: 15 HP Serial Number: 1455370-0
Location: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 15 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5432MVK
80 gpm @ 85'TDH, 1800 rpm
35'cable,210T
voltage 3/460
Equipment: Old Mill Village PS1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 10 HP Serial Number: K4G1-026201-0
Location: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 10 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433MV
137 gpm @ 58'TDH, 1155 rpm
30'cable, 210T
3/460 volts

Equipment General Report 9/26/2022
Page 12 of 16
Equipment: Pine Leve P/S 1 Description: Pump#1 (1979) Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 40 HP Serial Number: K3D1-050109-0
ation: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
embly: 40 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: Dry pit
4x4 B5413, t-30 vert
CW Rot 1
180 gpm @ 120'TDH, 1800 rpm
3/230/460 volts
Equipment: Poplar Creek PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 15 HP Serial Number: 235537-0
Location: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 15 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433 MV
125 gpm @ 107'TDH
35'cable, 220T
3/460 volt
Equipment: Selma P/S 1 Description: Pump#1 Department: fac2
ip Type: LS-Pump Lift Station Pump Model Number: 75 HP Serial Number: 280030-0
etion: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 75 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 6" D5434MV
2450 gpm @ 79'TDH, 1177 rpm
1400 gpm @ 88'TDH
30'cable, 360T
3/460 volt
Equipment: Southgate PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 7.5 HP Serial Number: K4E1-077633-0
Location: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 7.5 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433MT
80 gpm @ 54'TDH, 1155 rpm
35'cable, 210T
3/460 volts

Equipment General Report 9/26/2022
Page 13 of 16
Equipment: Spring Creek PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 50 HP Serial Number: ?
ation: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
embly: 50 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433MV
80 gpm @ 130'TDH, 1775 rpm
35'Cable, 320T
3/460 volt
Equipment: Steven Sausage PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 30 HP Serial Number: K4C1-074249-0
Location: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 30 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5435MV
80 gpm @ 206'TDH, 1760 rpm
120 gpm @ 204'TDH
40 'cable,250 T
3/230 volt
Equipment: Stewarts Knob PS 1 Description: Pump#1 Department: fac2
r.luip Type: LS-Pump Lift Station Pump Model Number: 15 HP Serial Number: ?
ation: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
„��embly: 15 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5435MV
200 gpm @ 70'TDH, 1200 rpm
30'cable, 210T
3/460 volt
Equipment: Tetra PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 80 HP Serial Number: 1603480-0
Location: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 50 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433MV
400 gpm @ 136'TDH, 1800 rpm
40'cable, 320T
3/460 volt
New smaller trimmed impeller installed 9/10/19

Equipment General Report 9/26/2022
Page 14 of 16
Equipment: The Pointe P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 30 HP Serial Number: 1238253-0
3tion: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
?mbly: 30 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433MVK
80 gpm @ 145'TDH, 1800 rpm
40'cable, 250T
3/460 volt
Equipment: Tralee PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 30 HP Serial Number: 466737-0
Location: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 30 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433MV
180 gpm @ 102'TDH, 1760 rpm
35"cable, 250T
3/460 volt
************************ Installed one old Tuscany pump due to Tralee pump 2 issues 1/27/21 (see pump specs
below)****************
4" D5433MV Old Serial#1584495-0
350 gpm @ 121'TDH, 1800 rpm
*****adjusted impeller on Tralees Pump 2 and put back into service on 4-6-2021********
45'cable, 250T(30hp original)
3/460
Equipment: Tuscany PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 50 HP Serial Number: 10625298
Location: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 50 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433MV Old Serial#1584495-0
350 gpm @ 121'TDH, 1800 rpm
45'cable, 250T(30hp original)
3/460
***Station Pumps upgraded June 2020 to 50 HP-new spec below***
4" D5433MV
425 gpm @ 124'TDH
Future 495 gpm @ 136'TDH
1800 rpm
3/60/460 volt

Equipment General Report 9/26/2022
Page 15 of 16
Equipment: W Cleve School P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 30 HP Serial Number: 1878122-0
ation: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
_ ___embly: 30 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" DJ5433MV
9"impeller, 35'cable,
250T @ 1800 rpm
3/60/460
Equipment: Wellesley P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 32 HP Serial Number:
Location: P/SWastewaterPumpStation Manufacturer: WILO Vendor: Clearwater
Assembly: 30 HP Department: fac2 Equip Priority:
Status: In Service
Asset Number: Date Purchased: 4/10/2019 Placed In Service: 4/10/2019
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: WILO 32 hp actual
120 gpm @ 165'TDH
1800 rpm
3/60/460 VAC power
pumps provided with 9.7" impeller with two(2)spare 12.5"impeller for future use.
12.5"impellers installed on both pumps 9-23-2021
ipment: WestJohnson HS PS1 Description: Pump#1 Department: fac2
cquip Type: LS-Pump Lift Station Pump Model Number: 125 HP Serial Number: 305337-0
Location: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 125 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5434MV
200 gpm @ 261'TDH, 1800 rpm
80 gpm @ 267'TDH
30'cable, 360T
3/460 volt
Equipment: Whitley Heights PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 7.5 HP Serial Number: 235658-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 7.5 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5433 MVK
80 gpm @ 59'TDH, 1155 rpm
35'cable, 210T
230 volt

Equipment General Report 9/26/2022
Page 16 of 16
Equipment: Wilder's HS PS 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 25 HP Serial Number: 1808666-0
ation: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
embly: 25 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4"D5433MV(A)
80 gpm @ 141'TDH, 1800 rpm
600 gpm @ 108'TDH
40'cable, 250T
3/460 volt
Equipment: Wilson Mills P/S 1 Description: Pump#1 Department: fac2
Equip Type: LS-Pump Lift Station Pump Model Number: 20 HP Serial Number: 1695128-0
Location: P/S Wastewater Pump Station Manufacturer: Fairbanks Morse Vendor: HD Supply
Assembly: 20 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4"D5432MV
500 gpm @ 80'TDH, 1800 rpm
250 GPM @ 92'TDH
50'cable, 220T
3/460 volt
^ �ipment: Winston Point PS 1 Description: Pump#1 Department: fac2
;ip Type: LS-Pump Lift Station Pump Model Number: 40 HP Serial Number: 426133-0
Location: P/S Wastewater Pump Station Manufacturer: HD Supply Vendor: Fairbanks Morse
Assembly: 40 HP Department: fac2 Equip Priority: 1
Status: In Service
Asset Number: Date Purchased: Placed In Service:
Purchase Price: Salvage Value: Warranty Days: Warranty Meter:
Life Expectancy(months):
Comments: 4" D5434MV
400 gpm @ 87'TDH, 1200 rpm
35'cable, 320T
3/460 volt

Collection System Map