Selma

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: Selma   PWSID: 03-51-015
Mailing Address:114 North Raiford Street
Selma, NC 27576		Ownership:Municipality
 
Contact Person:Nick WallTitle:Utility System Operator
Phone:919-524-9495Cell/Mobile:--
 
Secondary Contact:Paul Langfield Phone:336-309-9363
Mailing Address:
, 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 4-8 10.00 %
Cast Iron 4-8 30.00 %
Ductile Iron 4-16 20.00 %
Galvanized Iron 2 5.00 %
Polyvinyl Chloride 6-12 35.00 %
What are the estimated total miles of distribution system lines?   56 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?   29
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?   62
What is this system's finished water storage capacity?   1.0000 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
Programs
Does this system have a program to work or flush hydrants?   Yes, Annually
Does this system have a valve exercise program?   No
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?   Yes

Use NCRWA for leak detection as needed.

Water Conservation
What type of rate structure is used?   Flat/Fixed
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 2024?   6,708
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 2,424 0.2585 0 0.0000
Commercial 437 0.1960 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 5 0.1030 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0001 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 Water 40-51-009 0.0000 0 0.0000 Yes 16 Emergency

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 0.6012 May 0.5871 Sep 0.5880
Feb 0.5984 Jun 0.6681 Oct 0.5761
Mar 0.5432 Jul 0.5644 Nov 0.5801
Apr 0.5901 Aug 0.6512 Dec 0.5642

Ground Water Sources
Name or Number Average Daily Withdrawal (MGD) Max Day Withdrawal (MGD) 12-Hour Supply
(MGD)		 CUA Reduction Year Offline Use Type
MGD Days Used
Well No 1 0.0000 0 0.1500 Regular
Well No 2 0.1193 366 0.2000 Regular
Well No 3 0.1106 364 0.1750 Regular
Well No 4 0.0521 333 0.2000 Regular
Well No 5 0.0716 366 0.1750 Regular
Well No 6 0.0630 350 0.1750 Regular
Well No 7 0.0800 321 0.1500 Regular
Well No 8 0.0650 303 0.1250 Regular
Well No 9 0.0611 366 0.2000 Regular
Ground Water Sources (continued)
Name or Number Well Depth (Feet) Casing Depth
(Feet)		 Screen Depth (Feet) Well Diameter (Inches) Pump Intake Depth (Feet) Metered?
Top Bottom
Well No 1 291 60 8 210 Yes
Well No 2 270 71 8 200 Yes
Well No 3 300 117 8 273 Yes
Well No 4 295 21 8 231 Yes
Well No 5 220 81 8 189 Yes
Well No 6 260 23 8 210 Yes
Well No 7 300 65 8 210 Yes
Well No 8 300 290 6 210 Yes
Well No 9 270 71 8 210 Yes
Are ground water levels monitored?   Yes, As Needed
Does this system have a wellhead protection program?   Yes
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 WTP 03-51-070 0.0000 0 0.2150 Yes Yes 10 Emergency

While no water was purchased from Johnston County in 2021 for the Town of Selma System. Johnston County used the Town of Selma's distribution system to provide water to the Town of Selma County Line System in the amount of 0.0910 MGD.

Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Town of Selma WTP 1.0000 Yes Yes Nine Rock Wells
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?  
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?  
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 1.2920 May 1.0230 Sep 1.3110
Feb 1.0020 Jun 0.7300 Oct 1.1480
Mar 1.2700 Jul 0.9260 Nov 0.8720
Apr 0.9890 Aug 1.2240 Dec 0.8830

How many sewer connections does this system have?   2,483
How many water service connections with septic systems does this system have?   249
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Johnston County 03-51-070 Discharging 1.0560 366

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 6,708 7,260 7,986 8,705 9,488 10,342
Seasonal Population 0 0 0 0 0 0
 
Residential 0.2585 0.2799 0.3091 0.3380 0.3696 0.4042
Commercial 0.1960 0.2122 0.2344 0.2563 0.2803 0.3065
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.1030 0.1115 0.1232 0.1347 0.1473 0.1611
System Process 0.0001 0.0080 0.0080 0.0080 0.0080 0.0080
Unaccounted-for 0.0360 0.0395 0.0436 0.0476 0.0520 0.0568
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 1.5500 1.5500 1.5500 1.5500 1.5500 1.5500
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) 1.5500 1.5500 1.5500 1.5500 1.5500 1.5500
Service Area Demand 0.5936 0.6511 0.7183 0.7846 0.8572 0.9366
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) 0.5936 0.6511 0.7183 0.7846 0.8572 0.9366
Demand as Percent of Supply 38% 42% 46% 51% 55% 60%

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 39 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

Are there other demand management practices you will implement to reduce your future supply needs?   no changes

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   no changes

How does the water system intend to implement the demand management and supply planning components above?   no changes

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?  

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:   

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.