Warren County

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: Warren County   PWSID: 02-93-015
Mailing Address:P. O. Box 577
Warrenton, NC 27589		Ownership:County
 
Contact Person:Eric StSingTitle:Public Utilities Director
Phone:252-257-3645Cell/Mobile:--
 
Secondary Contact:Eric St. Sing Phone:252-257-3645
Mailing Address:P. O. Box 577
Warrenton, NC 27589		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 8 1.00 %
Ductile Iron 6 1.00 %
Polyvinyl Chloride 6 40.00 %
Polyvinyl Chloride 10 5.00 %
Polyvinyl Chloride 12 8.00 %
Polyvinyl Chloride 2 10.00 %
Polyvinyl Chloride 8 20.00 %
Polyvinyl Chloride 4 15.00 %
What are the estimated total miles of distribution system lines?   630 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?   103
How old are the oldest meters in this system?   15 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   6
What is this system's finished water storage capacity?   1.8500 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, Annually
Does this system have a cross-connection program?   Yes
Does this system have a program to replace meters?   No
Does this system have a plumbing retrofit program?   No
Does this system have an active water conservation public education program?   Yes
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, Uniform
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
Fishing Creek (15-2)62 %
Roanoke River (14-1)38 %
County(s)% of Service Population
Warren99 %
Vance1 %
What was the year-round population served in 2024?   9,654
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 5,012 0.5190 0 0.0000
Commercial 26 0.0180 0 0.0000
Industrial 8 0.0660 0 0.0000
Institutional 66 0.1769 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0100 MGD

New bill software being used.

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
Town of Norlina 02-93-020 0.1300 366 0.2000 2037 Yes Yes 12 Regular
Town of Warrenton 02-93-010 0.1960 366 0.4000 2037 Yes Yes 12 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 1.1360 May 1.2200 Sep 1.2450
Feb 1.1099 Jun 1.3820 Oct 1.1210
Mar 1.1470 Jul 1.2840 Nov 1.1296
Apr 1.1230 Aug 1.3711 Dec 1.1600

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
Kerr Lake Regional Water System 02-91-010 1.2200 366 2.0000 2037 Yes Yes 20 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1360 May 0.1920 Sep 0.1450
Feb 0.1099 Jun 0.1820 Oct 0.1210
Mar 0.1201 Jul 0.1343 Nov 0.1096
Apr 0.1230 Aug 0.1711 Dec 0.1431

How many sewer connections does this system have?   120
How many water service connections with septic systems does this system have?   5,010
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
Town of Warrenton 02-93-010 Discharging 0.1406 366 1.1600

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 9,654 10,454 11,548 12,629 13,813 15,107
Seasonal Population 0 0 0 0 0 0
 
Residential 0.5190 0.5511 0.6087 0.6657 0.7280 0.7962
Commercial 0.0180 0.0195 0.0215 0.0235 0.0257 0.0282
Industrial 0.0660 0.0460 0.0460 0.0460 0.0460 0.0460
Institutional 0.1769 0.1481 0.1636 0.1789 0.1957 0.2140
System Process 0.0100 0.0100 0.0100 0.0100 0.0100 0.0100
Unaccounted-for 0.1041 0.1021 0.1120 0.1218 0.1325 0.1442
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 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000
Service Area Demand 0.8940 0.8768 0.9618 1.0459 1.1379 1.2386
Sales 0.3260 0.6000 0.6000 0.6000 0.6000 0.6000
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 1.2200 1.4768 1.5618 1.6459 1.7379 1.8386
Demand as Percent of Supply 61% 74% 78% 82% 87% 92%

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 54 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.