Stovall

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: Stovall   PWSID: 02-39-018
Mailing Address:P.O. BOX 100
Stovall, NC 27582
Ownership:Municipality
 
Contact Person:Janet ParrottTitle:Administrator
Phone:919-693-4646Cell/Mobile:919-691-2884
 
Secondary Contact:Rodney Darr/NCRWA Phone:--
Mailing Address:
, NC
Cell/Mobile:336-960-5822
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 2-8 100.00 %
What are the estimated total miles of distribution system lines?   12 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?   20 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?   0.0500 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, Semi-Annually
Does this system have a valve exercise program?   Yes, Annually
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?   No

Purchase all our water from Oxford.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Roanoke River (14-1)100 %
County(s)% of Service Population
Granville100 %
What was the year-round population served in 2024?   450
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 186 0.0142 0 0.0000
Commercial 6 0.0002 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 15 0.0031 0 0.0000

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

Excessive flushing due to TTHM

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 0.0303 May 0.0349 Sep 0.0272
Feb 0.0321 Jun 0.0275 Oct 0.0269
Mar 0.0283 Jul 0.0299 Nov 0.0349
Apr 0.0316 Aug 0.0392 Dec 0.0295

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
City of Oxford 02-39-010 0.0310 365 0.0750 2045 Yes Yes 8 Regular
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Stovall Wastewater Plant 0.0690 No No Land application-Spray Field
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?  No
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?  No
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 0.0200 May 0.0200 Sep 0.0200
Feb 0.0200 Jun 0.0200 Oct 0.0200
Mar 0.0200 Jul 0.0200 Nov 0.0200
Apr 0.0200 Aug 0.0200 Dec 0.0200

How many sewer connections does this system have?   189
How many water service connections with septic systems does this system have?   207
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
WQ0014046 WWTP 0.0690 0.0860 0.0200 Island Creek, Spray Field Roanoke River (14-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 450 483 500 500 500 500
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0142 0.0250 0.0270 0.0300 0.0300 0.0300
Commercial 0.0002 0.0004 0.0004 0.0004 0.0004 0.0004
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0031 0.0093 0.0093 0.0093 0.0093 0.0093
System Process 0.0070 0.0020 0.0020 0.0020 0.0020 0.0020
Unaccounted-for 0.0064 0.0096 0.0101 0.0109 0.0109 0.0109
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 0.0750 0.0750 0.0750 0.0750 0.0750 0.0750
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.0750 0.0750 0.0750 0.0750 0.0750 0.0750
Service Area Demand 0.0309 0.0463 0.0488 0.0526 0.0526 0.0526
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) 0.0309 0.0463 0.0488 0.0526 0.0526 0.0526
Demand as Percent of Supply 41% 62% 65% 70% 70% 70%

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 32 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 Change

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

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

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

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.