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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 Credle | Title: | Public Utility Director |
| Phone: | 919-934-2798 | Cell/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 % |
I know the total miles of water line jumped up but he double checked and this number is correct. Programs
Water Conservation
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Neuse River (10-1) | 100 % |
|
| County(s) | % of Service Population |
| Johnston | 100 % |
|
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 |
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 |
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 |

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.
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