Stoneville

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: Stoneville   PWSID: 02-79-035
Mailing Address:P.O. Box 71
Stoneville, NC 27048		Ownership:Municipality
 
Contact Person:Bryon CurryTitle:ORC
Phone:336-573-9393Cell/Mobile:--
 
Secondary Contact:Bobby Cavenaugh/NCRWA Phone:336-780-0707
Mailing Address:
, NC 		Cell/Mobile: - -
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 8.00 %
Cast Iron 4-6 24.00 %
Ductile Iron 6-12 26.00 %
Galvanized Iron 2 16.00 %
Polyvinyl Chloride 2-12 26.00 %
What are the estimated total miles of distribution system lines?   20 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?   2
How old are the oldest meters in this system?   6 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   0
What is this system's finished water storage capacity?   0.4000 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, As Needed
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?   Yes

We use NCRWA as needed.

Water Conservation
What type of rate structure is used?   Flat/Fixed, 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
Roanoke River (14-1)100 %
County(s)% of Service Population
Rockingham100 %
What was the year-round population served in 2024?   1,308
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 564 0.0593 0 0.0000
Commercial 45 0.0057 0 0.0000
Industrial 13 0.0079 0 0.0000
Institutional 16 0.0079 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0350 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
Dan River Water Inc. 02-79-040 0.0000 0 No No 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 0.1970 May 0.1205 Sep 0.1346
Feb 0.1466 Jun 0.1173 Oct 0.1268
Mar 0.1203 Jul 0.1319 Nov 0.1275
Apr 0.1136 Aug 0.1427 Dec 0.1397

The monthly data is taken from bills submitted by Mayodan.

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
Dan River Water Inc 02-79-040 0.0000 0 Yes Emergency
Mayodan 02-79-025 0.1349 365 0.3000 2028 Yes Yes 12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1117 May 0.1543 Sep 0.1542
Feb 0.1448 Jun 0.1469 Oct 0.1485
Mar 0.1378 Jul 0.1765 Nov 0.1253
Apr 0.1486 Aug 0.2031 Dec 0.1216

How many sewer connections does this system have?   580
How many water service connections with septic systems does this system have?   42
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
WQCS00251 CS 0.5000 0.5000 0.1469 Dan River Roanoke River (14-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Mayodan 02-79-025 Discharging 0.1469 365 0.5000

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 1,308 1,316 1,316 1,316 1,316 1,316
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0593 0.0593 0.0593 0.0593 0.0593 0.0593
Commercial 0.0057 0.0057 0.0057 0.0057 0.0057 0.0057
Industrial 0.0079 0.0079 0.0079 0.0079 0.0079 0.0079
Institutional 0.0079 0.0079 0.0079 0.0079 0.0079 0.0079
System Process 0.0350 0.0350 0.0350 0.0350 0.0350 0.0350
Unaccounted-for 0.0187 0.0187 0.0187 0.0187 0.0187 0.0187

Stoneville is at stagnate or no 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 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000
Service Area Demand 0.1345 0.1345 0.1345 0.1345 0.1345 0.1345
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) 0.1345 0.1345 0.1345 0.1345 0.1345 0.1345
Demand as Percent of Supply 45% 45% 45% 45% 45% 45%

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

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.