Smithfield South

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

Complete

Water System Name: Smithfield South   PWSID: 40-51-007
Mailing Address:P. O. Box 761
Smithfield, NC 27577		Ownership:Municipality
 
Contact Person:Ted CredleTitle:Public Utility Director
Phone:919-934-1688Cell/Mobile:--
 
Secondary Contact:Steve Lane Phone:919-934-2661
Mailing Address:Po Box 761
Smithfield, NC 27577		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 2-6 100.00 %
What are the estimated total miles of distribution system lines?   6 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   3
How old are the oldest meters in this system?   22 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   75
What is this system's finished water storage capacity?   0.0000 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

We buy water from Johnston County for this system.

Programs
Does this system have a program to work or flush hydrants?   Yes, As Needed
Does this system have a valve exercise program?   Yes, As Needed
Does this system have a cross-connection program?   No
Does this system have a program to replace meters?   No
Does this system have a plumbing retrofit program?   No
Does this system have an active water conservation public education program?   No
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   Increasing Block
How much reclaimed water does this system use?   0.0000 MGD   For how many connections?   0
Does this system have an interconnection with another system capable of providing water in an emergency?   Yes

Connected to Johnston County with 16inch line and can be fed from either direction.

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?   660
Has this system acquired another system since last report?   No

Year round

Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 224 0.0304 0 0.0000
Commercial 25 0.0139 0 0.0000
Industrial 1 0.0020 0 0.0000
Institutional 1 0.0009 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0070 MGD

We buy all we use for this system. We do use some water flushing hydrants.

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 0.0464 May 0.0554 Sep 0.0691
Feb 0.0566 Jun 0.0704 Oct 0.0534
Mar 0.0485 Jul 0.0604 Nov 0.0581
Apr 0.0515 Aug 0.0577 Dec 0.0498

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
Johnston County 03-51-070 0.0574 366 0.1250 2033 Yes No 16 Regular

We can pull as needed amount.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0380 May 0.0470 Sep 0.0490
Feb 0.0360 Jun 0.0480 Oct 0.0540
Mar 0.0410 Jul 0.0500 Nov 0.0460
Apr 0.0350 Aug 0.0560 Dec 0.0350

How many sewer connections does this system have?   174
How many water service connections with septic systems does this system have?   112
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

We send all sewer to Johnston County.

Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Johnston County 03-51-070 Discharging 0.0440 366

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 660 660 660 660 660 660
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0304 0.0330 0.0330 0.0330 0.0330 0.0330
Commercial 0.0139 0.0214 0.0224 0.0229 0.0235 0.0235
Industrial 0.0020 0.0030 0.0032 0.0032 0.0034 0.0034
Institutional 0.0009 0.0064 0.0064 0.0064 0.0064 0.0064
System Process 0.0070 0.0070 0.0070 0.0070 0.0070 0.0070
Unaccounted-for 0.0032 0.0044 0.0045 0.0045 0.0047 0.0047

This is a very small system and we don't expect a lot of growth.

Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.1250 0.1250 0.1250 0.1250 0.1250 0.1250
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.1250 0.1250 0.1250 0.1250 0.1250 0.1250
Service Area Demand 0.0574 0.0752 0.0765 0.0770 0.0780 0.0780
Sales 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0574 0.0752 0.0765 0.0770 0.0780 0.0780
Demand as Percent of Supply 46% 60% 61% 62% 62% 62%

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 46 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.    We can purchase more from Johnston County if needed.

Are there other demand management practices you will implement to reduce your future supply needs?   This is a very small system and we don't expect a lot of growth.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   None at this time. Purchase from Johnston County only.

How does the water system intend to implement the demand management and supply planning components above?   The County is in the process of enlarging their plant and plans for a new one.

Additional Information

Has this system participated in regional water supply or water use planning?  No

What major water supply reports or studies were used for planning?  This system has very little room for growth.

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:   Water quality is very good at this system including lead and cooper samples. Nothing to be added at this time.

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.