Johnston County

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.

1. System Information

Contact Information

Provisional

Water System Name: Johnston County   PWSID: 03-51-070
Mailing Address:P.O. Box 2263
Smithfield, NC 27577
Ownership:County
 
Contact Person:Chandra Farmer, PETitle:Director of Utilities
Phone:919-989-5075Cell/Mobile:--
 
Secondary Contact:Howard Mills II Phone:919-989-5075
Mailing Address:P.O. Box 2263
Smithfield, NC 27577
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 16 0.04 %
Ductile Iron 4-24 10.52 %
Other 6-16 0.10 %
Polyvinyl Chloride 2-12 89.34 %
What are the estimated total miles of distribution system lines?   1,865 Miles
How many feet of distribution lines were replaced during 2024?   512 Feet
How many feet of new water mains were added during 2024?   136,859 Feet
How many meters were replaced in 2024?   266
How old are the oldest meters in this system?   31 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   642
What is this system's finished water storage capacity?   8.2000 Million Gallons
Has water pressure been inadequate in any part of the system since last update? Line breaks that were repaired quickly should not be included.   No
Programs
Does this system have a program to work or flush hydrants?   Yes, Monthly
Does this system have a valve exercise program?   Yes, Annually
Does this system have a cross-connection program?   Yes
Does this system have a program to replace meters?   Yes
Does this system have a plumbing retrofit program?   No
Does this system have an active water conservation public education program?   Yes
Does this system have a leak detection program?   Yes
Water Conservation
What type of rate structure is used?   Increasing Block
How much reclaimed water does this system use?   0.6160 MGD   For how many connections?   21
Does this system have an interconnection with another system capable of providing water in an emergency?   No

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Neuse River (10-1)100 %
County(s)% of Service Population
Johnston100 %
What was the year-round population served in 2024?   115,332
Has this system acquired another system since last report?   No
Water Use by Type
Type of Use Metered
Connections
Metered
Average Use (MGD)
Non-Metered
Connections
Non-Metered
Estimated Use (MGD)
Residential 45,496 6.1631 0 0.0000
Commercial 1,085 0.4261 0 0.0000
Industrial 15 0.0649 0 0.0000
Institutional 31 0.1240 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   1.5580 MGD

1.558 MGD process water includes metered water for use at the Timothy G. Broome WTP site (chemical mixing, etc) and other process water (example, cone blow-down, filter to waste, etc). 1.558 MGD was determined based on transfer flow into the plant minus water out the gate.

Water Sales
Purchaser PWSID Average
Daily Sold
(MGD)
Days
Used
Contract Required to
comply with water
use restrictions?
Pipe Size(s)
(Inches)
Use
Type
MGD Expiration Recurring
Aqua NC/ Flowers Plantation 03-51-195 0.7878 366 1.1070 2072 Yes Yes 12 Regular
Aqua/Various Subdivisions 00-00-000 0.0551 366 0.0680 2039 Yes No 4-6 Regular
Benson 03-51-025 0.1219 366 0.0900 2025 Yes Yes 16 Regular
City of Raleigh 03-92-010 0.0000 0 2.5000 2031 No Yes 16 Emergency
Clayton 03-51-020 3.8000 366 6.1500 Yes Yes 16 Regular
Fork Township Sanitary District 04-96-060 0.0000 0 0.1500 2023 No Yes 8 Emergency
Four Oaks 03-51-035 0.2758 366 0.4150 Yes Yes 10 Regular
Fuquay Varina 03-92-055 0.3438 366 1.5000 2049 No Yes 16 Regular
Kenly 03-51-030 0.2260 366 0.2950 Yes Yes 16 Regular
Micro (County Line) 40-51-008 0.0030 366 0.0050 Yes Yes 16 Regular
Pine Level 03-51-040 0.0196 366 0.0370 Yes Yes 16 Regular
Princeton 03-51-050 0.1624 366 0.1750 Yes Yes 12 Regular
Selma (County Line System) 40-51-009 0.0892 366 0.2150 Yes Yes 16 Regular
Smithfield South Water District 40-51-007 0.0570 366 0.0000 2024 Yes No 16 Regular
Town of Selma 03-51-015 0.0910 366 Yes Yes 10 Emergency
Wayne County WD 04-96-065 0.0000 0 0.6000 2028 No Yes 8 Emergency
White Oak Plantation (CWS) 03-51-160 0.0275 366 2048 Yes Yes 8 Regular
Willowbrook Development (CWS) 03-51-166 0.0152 366 Yes 4 Regular
Winston Plantation (CWS) 40-51-002 0.0117 366 Yes 6 Regular
Winston Point (CWS) 40-51-012 0.0840 366 2048 Yes Yes 6 Regular

3. Water Supply Sources

Monthly Withdrawals & Purchases
Average Daily
Use (MGD)
Max Day
Use (MGD)
Average Daily
Use (MGD)
Max Day
Use (MGD)
Average Daily
Use (MGD)
Max Day
Use (MGD)
Jan 14.5040 15.7560 May 17.2070 20.9400 Sep 16.1180 18.3370
Feb 13.5050 15.3690 Jun 19.7050 22.4630 Oct 16.5080 17.9590
Mar 14.9420 17.0560 Jul 18.0020 20.5160 Nov 15.0570 17.3400
Apr 15.9260 19.2350 Aug 17.2100 19.6400 Dec 14.5120 15.7330

Based on water transfer into Timothy G. Broome WTP plus purchase from other systems.

Surface Water Sources
Stream Reservoir Average Daily Withdrawal Maximum Day
Withdrawal (MGD)
Available Raw
Water Supply
Usable On-Stream
Raw Water Supply
Storage (MG)
MGD Days Used MGD * Qualifier
Neuse River Neuse 9.5800 365 14.1200 17.0000 F 0.0000

* Qualifier: C=Contract Amount, SY20=20-year Safe Yield, SY50=50-year Safe Yield, F=20% of 7Q10 or other instream flow requirement, CUA=Capacity Use Area Permit

Surface Water Sources (continued)
Stream Reservoir Drainage Area
(sq mi)
Metered? Sub-Basin County Year
Offline
Use
Type
Neuse River Neuse 1,200 Yes Neuse River (10-1) Johnston Regular
What is this system's off-stream raw water supply storage capacity?   70 Million gallons
Are surface water sources monitored?   Yes, Daily
Are you required to maintain minimum flows downstream of its intake or dam?   No
Does this system anticipate transferring surface water between river basins?   No
Water Purchases From Other Systems
Seller PWSID Average
Daily Purchased
(MGD)
Days
Used
Contract Required to
comply with water
use restrictions?
Pipe Size(s)
(Inches)
Use
Type
MGD Expiration Recurring
Benson 03-51-025 0.0020 366 0.0100 2025 Yes Yes 16 Regular
City of Raleigh 03-92-010 0.8490 366 2.5000 2031 No Yes 16 Regular
City of Wilson 04-98-010 0.6310 366 1.5000 2033 No Yes 12 Regular
Fork Township SD 04-96-060 0.0000 0 0.1500 2022 No No 12 Emergency
Fuquay Varina 03-92-055 0.0000 0 0.0000 No Yes 16 Emergency
Harnett County RWS 03-43-045 1.2687 366 2.5000 2056 Yes Yes 12 Regular
Sampson County - Clinton 03-82-050 0.4550 366 0.5000 2049 Yes No 6 12 Regular
Smithfield 03-51-010 2.9600 366 3.5000 2033 Yes Yes 16 Regular
Wayne County WD 04-96-065 0.4280 366 0.6000 2022 Yes Yes 6 Regular
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Johnston County WTP 14.0000 Yes Yes Neuse River
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  No
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  No
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  Yes

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 7.0990 May 6.4240 Sep 9.1170
Feb 5.6040 Jun 5.5270 Oct 7.3370
Mar 6.2820 Jul 7.3090 Nov 5.6960
Apr 5.8080 Aug 8.6010 Dec 5.5560

How many sewer connections does this system have?   9,215
How many water service connections with septic systems does this system have?   37,440
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0030716 WWTP 16.0000 16.0000 6.5803 19.6900 Neuse River (10-1) Neuse River (10-1)
NC0084735 WTP 4.0000 4.0000 1.0000 2.6000 Neuse River Neuse River (10-1)

NC 0030716 includes two treatment plants - the Central Regional WWTF and the 210 WWTF. There is a current project to expand the 210 WWTF from 4 MGD to 8 MGD and rerate the CR WWTF to 8 MGD for a combined total of 16 MGD. This is reflected in out current NPDES permit.

Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Benson 03-51-025 Discharging 0.0030 365 0.1920
Aqua Flowers Plantation 03-51-195 Receiving 0.2920 365 0.5000
Clayton 03-51-020 Receiving 1.3200 365 0.9000
Four Oaks 03-51-035 Receiving 0.2840 365
Pine Level 03-51-040 Receiving 0.2910 365
Selma 03-51-015 Receiving 1.0540 365
Smithfield 03-51-010 Receiving 1.9270 365
Winston Point (CWS) 40-51-012 Receiving 0.0960 365 0.4600

Flow discharged to Town of Benson is based on County retail customer flow only. In addition, the majority of wastewater flow received from the Town of Four Oaks is also discharged by the County into the Town of Benson WWTF.

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 115,332 122,535 133,340 141,215 149,550 158,380
Seasonal Population 0 0 0 0 0 0
 
Residential 6.1631 6.5500 7.1300 7.5500 7.9900 8.4600
Commercial 0.4261 0.4500 0.4900 0.5200 0.5500 0.5900
Industrial 0.0649 1.0700 1.1600 1.2300 1.3000 1.3800
Institutional 0.1240 0.1300 0.1400 0.1500 0.1600 0.1700
System Process 1.5580 1.8000 2.0000 2.3000 2.5000 2.6500
Unaccounted-for 1.6404 1.1000 1.3000 1.3300 1.3800 1.4000
Future Water Sales
Purchaser PWSID Contract Pipe Size(s) (Inches) Use Type
MGD Year Begin Year End
Combined Bulk Sales 03-51-070 3.1000 2030 2075 12-16 Regular
Combined Bulk Sales 03-51-070 5.0000 2040 2075 12-16 Regular
Combined Bulk Sales 03-51-070 6.0000 2050 2080 12-16 Regular
Combined Bulk Sales 03-51-070 1.6000 2060 2090 12-16 Regular
Combined Bulk Sales 03-51-070 1.5000 2070 2100 12-16 Regular
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
City of Raleigh 03-92-010 Surface 2.0000 2026 2036 Regular
JC Lower Neuse Water Supply 03-51-020 Surface 12.0000 2032 2092 Regular
JC Lower Neuse Water Supply 03-51-070 Surface 6.0000 2042 Regular
JC Lower Neuse Water Supply 03-51-070 Surface 6.0000 2049 Regular
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 17.0000 17.0000 17.0000 17.0000 17.0000 17.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 11.1100 11.1100 7.1100 7.1100 7.1100 7.1100
Future Supplies 2.0000 12.0000 24.0000 24.0000 24.0000
Total Available Supply (MGD) 28.1100 30.1100 36.1100 48.1100 48.1100 48.1100
Service Area Demand 9.9765 11.1000 12.2200 13.0800 13.8800 14.6500
Sales 6.1710 10.3753 10.3753 8.8753 8.8753 8.8753
Future Sales 3.1000 8.1000 14.1000 15.7000 17.2000
Total Demand (MGD) 16.1475 24.5753 30.6953 36.0553 38.4553 40.7253
Demand as Percent of Supply 57% 82% 85% 75% 80% 85%

The purpose of the above chart is to show a general indication of how the long-term per capita water demand changes over time. The per capita water demand may actually be different than indicated due to seasonal populations and the accuracy of data submitted. Water systems that have calculated long-term per capita water demand based on a methodology that produces different results may submit their information in the notes field.

Your long-term water demand is 53 gallons per capita per day. What demand management practices do you plan to implement to reduce the per capita water demand (i.e. conduct regular water audits, implement a plumbing retrofit program, employ practices such as rainwater harvesting or reclaimed water)? If these practices are covered elsewhere in your plan, indicate where the practices are discussed here.    Johnston County has an active reclaimed water system. The County will continue to pursue opportunities to expand reclaimed water use. In addition the County will perform regular water audits and develop a leak detection program.

Are there other demand management practices you will implement to reduce your future supply needs?   The County has year-round mandatory water alternating day watering policy to reduce peak demands.
https://www.johnstonnc.gov/utilities/conserve.cfm

The County is in the final stages of preparing a revision to our drought management plan.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   We are considering additional connections with neighboring systems for regional solutions and increase resiliency.

How does the water system intend to implement the demand management and supply planning components above?   The County will continue to participate in the Triangle Water Supply Partnership and actively work with neighboring systems to meet regional water supply. We will actively pursue opportunities to expand the use of reclaimed water to supplant potable water uses.

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, Johnston County is a member of the Triangle Water Supply Partnership. Together with the other members of the partnership we are working with DWR on a long term water supply plan for the triangle that encompasses both the Neuse and Cape Fear Rivers.

What major water supply reports or studies were used for planning?  Johnston County works with Hazen and Sawyer to prepared a long term water supply plan.

Please describe any other needs or issues regarding your water supply sources, any water system deficiencies or needed improvements (storage, treatment, etc.) or your ability to meet present and future water needs. Include both quantity and quality considerations, as well as financial, technical, managerial, permitting, and compliance issues:   Our new long term water supply plan included using one quarry as storage initially and a second quarry with future expansions. The two quarries combined will provide over 3 billion gallons of storage.

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.