Smithfield

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   PWSID: 03-51-010
Mailing Address:PO Box 761
Smithfield, NC 27577
Ownership:Municipality
 
Contact Person:Ted CredleTitle:Public Utility Director
Phone:919-934-2798Cell/Mobile:--
 
Secondary Contact:Steve Lane Phone:919-934-2661
Mailing Address:515 N. 2nd Street
Smithfield, NC 27577
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-16 22.40 %
Cast Iron 6-8 21.80 %
Ductile Iron 6-24 24.10 %
Galvanized Iron 1-2 7.60 %
Polyvinyl Chloride 2-12 24.10 %
What are the estimated total miles of distribution system lines?   143 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   3,255 Feet
How many meters were replaced in 2025?   360
How old are the oldest meters in this system?   21 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?   3.0000 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

I know the total miles of water line jumped up but he double checked and this number is correct.

Programs
Does this system have a program to work or flush hydrants?   Yes, Weekly
Does this system have a valve exercise program?   Yes, As Needed
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?   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

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 2025?   11,470
Has this system acquired another system since last report?   No

Smithfield had been reporting its service-area populations as being equal to its WTP capacity of 12,900 on its last five LWSPs (2020 to 2024). This is likely an overestimate. For 2025, the service-area population was estimated at 11,470 by multiplying the number of metered residential connections (4,248) by 2.7, the average number of people per connection as reported on their 2015 to 2019 LWSPs.

Water Use by Type
Type of Use Metered
Connections
Metered
Average Use (MGD)
Non-Metered
Connections
Non-Metered
Estimated Use (MGD)
Residential 4,248 0.5153 0 0.0000
Commercial 634 0.5388 0 0.0000
Industrial 17 0.0288 0 0.0000
Institutional 86 0.0286 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.1103 MGD

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
Johnston County Utilities 03-51-070 3.0468 365 3.5000 2033 Yes Yes 16 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 4.3520 5.5030 May 4.4610 5.5360 Sep 4.7570 5.8770
Feb 3.4730 4.1170 Jun 4.4920 5.5250 Oct 4.5420 5.8930
Mar 3.8820 5.6620 Jul 4.8990 5.9310 Nov 4.1980 5.4080
Apr 4.2990 5.6480 Aug 4.3820 5.8080 Dec 3.8790 4.9830

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 Peal Reservoir 4.3870 365 5.2660 8.3000 T 16.0000

* 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 Peal Reservoir 1,200 Yes Neuse River (10-1) Johnston Regular
What is this system's off-stream raw water supply storage capacity?   24 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
Johnston County 03-51-070 0.0000 0 0.0000 2033 Yes No 8 Emergency

We did not buy any water for Smithfield (NC0351010) this year.

Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Smithfield Water Plant 8.3000 Yes Yes Neuse River
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2025?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2025?  No
     If yes, was any water conservation implemented?  
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

If our demand gets to high we will cut back sales to the county.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 1.2131 May 1.1866 Sep 1.3578
Feb 1.7764 Jun 1.6084 Oct 1.1016
Mar 2.1639 Jul 1.6583 Nov 1.0454
Apr 1.7290 Aug 2.4634 Dec 1.3036

How many sewer connections does this system have?   5,282
How many water service connections with septic systems does this system have?   123
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

We sell our sewer to Johnston County and they just completed a new waste water plant.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0083348 WTP 0.1870 0.3000 0.1060 0.1910 Buffalo Creek Neuse River (10-1)

Permit NC0083348 is specific to the Smithfield WTP process water discharged into Buffalo Creek. Any amount associated with this permit should not be included in any calculation or flow value sent to JoCo waste plant. It is not included in the monthly averages.

Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Johnston County 03-51-070 Discharging 1.5501 365 3.5000

All sewer goes to Johnston County sewer plant.

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 11,470 12,050 13,255 14,580 16,040 17,640
Seasonal Population 0 0 0 0 0 0
 
Residential 0.5153 0.5397 0.5937 0.6531 0.7184 0.7902
Commercial 0.5388 0.5696 0.5980 0.6114 0.6726 0.7398
Industrial 0.0288 0.0312 0.0327 0.0343 0.0360 0.0378
Institutional 0.0286 0.0305 0.0336 0.0352 0.0370 0.0388
System Process 0.1103 0.1703 0.1730 0.1740 0.1750 0.1760
Unaccounted-for 0.1184 0.1242 0.1387 0.1461 0.1588 0.1727

Water loss is a small amount.

Demand v/s Percent of Supply
  2025 2030 2040 2050 2060 2070
Surface Water Supply 8.3000 8.3000 8.3000 8.3000 8.3000 8.3000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 8.3000 8.3000 8.3000 8.3000 8.3000 8.3000
Service Area Demand 1.3402 1.4655 1.5697 1.6541 1.7978 1.9553
Sales 3.0468 3.5000 3.5000 3.5000 3.5000 3.5000
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 4.3870 4.9655 5.0697 5.1541 5.2978 5.4553
Demand as Percent of Supply 53% 60% 61% 62% 64% 66%

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 45 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.    No changes at this time.

Are there other demand management practices you will implement to reduce your future supply needs?   Our demand will increase slightly I'm sure.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   I don't think we will grow enough to need additional water. Johnston County is going to build another plant to help meet their needs. We increased our plant a couple of years ago.

How does the water system intend to implement the demand management and supply planning components above?   If Johnston County builds another plant i think they will need less water from Smithfield.

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?  none

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:   With the growth of Smithfield we will have to add another tank in the future.
Our intake on Neuse river has a lot of sand we have had Hazen and Sawyer to design a new intake but not sure when we will install.
Water loss is low but these are the numbers I have.

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.