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 Parrott		Title:	Administrator
Phone:	919-693-4646		Cell/Mobile:	919-691-2884

Secondary Contact:	Paul Langfield/NCRWA			Phone:	--
Mailing Address:	, NC	Cell/Mobile:		336-731-6963

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 2025? 40 Feet

How many feet of new water mains were added during 2025? 0 Feet

How many meters were replaced in 2025? 3

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? 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

We use NCRWA for leak detection as needed

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
Roanoke River (14-1)	100 %

County(s)	% of Service Population
Granville	100 %

What was the year-round population served in 2025? 450

Has this system acquired another system since last report? No

Water Use by Type

Type of Use	Metered Connections	Metered Average Use (MGD)
Residential	187	0.0177
Commercial	6	0.0003
Industrial	0	0.0000
Institutional	15	0.0034

How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0047 MGD

3. Water Supply Sources

Monthly Withdrawals & Purchases

	Average Daily Use (MGD)		Average Daily Use (MGD)		Average Daily Use (MGD)
Jan	0.0341	May	0.0381	Sep	0.0269
Feb	0.0311	Jun	0.0295	Oct	0.0274
Mar	0.0283	Jul	0.0379	Nov	0.0261
Apr	0.0319	Aug	0.0299	Dec	0.0294

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
Seller	PWSID	Average Daily Purchased (MGD)	Days Used	MGD	Expiration	Recurring	Required to comply with water use restrictions?	Pipe Size(s) (Inches)	Use Type
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 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

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

	2025	2030	2040	2050	2060	2070
Year-Round Population	450	457	478	500	523	547
Seasonal Population	0	0	0	0	0	0

Residential	0.0177	0.0179	0.0187	0.0195	0.0203	0.0212
Commercial	0.0003	0.0003	0.0003	0.0003	0.0003	0.0004
Industrial	0.0000	0.0000	0.0000	0.0000	0.0000	0.0000
Institutional	0.0034	0.0034	0.0036	0.0038	0.0039	0.0041
System Process	0.0047	0.0047	0.0047	0.0047	0.0047	0.0047
Unaccounted-for	0.0049	0.0049	0.0051	0.0053	0.0055	0.0057

Demand v/s Percent of Supply

	2025	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	0.0310	0.0312	0.0324	0.0336	0.0347	0.0361
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)	0.0310	0.0312	0.0324	0.0336	0.0347	0.0361
Demand as Percent of Supply	41%	42%	43%	45%	46%	48%

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:

NC DEQ Division of Water ResourcesLocal Water Supply Planning