Warrenton

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

Provisional

Water System Name: Warrenton   PWSID: 02-93-010
Mailing Address:P. O. Box 281
Warrenton, NC 27589		Ownership:Municipality
 
Contact Person:Brandon ElliottTitle:Public Works Director
Phone:252-257-1776Cell/Mobile:--
 
Secondary Contact:Paul Langfield/NCRWA Phone:336-731-6963
Mailing Address:
, 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 0 0.00 %
Cast Iron 6 7.00 %
Ductile Iron 6 5.00 %
Galvanized Iron 2 1.00 %
Polyvinyl Chloride 2-10 87.00 %
What are the estimated total miles of distribution system lines?   35 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   20
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?   6
What is this system's finished water storage capacity?   0.6500 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, 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?   Yes
Does this system have a leak detection program?   Yes

We use NCRWA as needed for leak detection.

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)100 %
County(s)% of Service Population
Warren100 %
What was the year-round population served in 2025?   2,250
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 772 0.0696 0 0.0000
Commercial 97 0.0173 0 0.0000
Industrial 3 0.0013 0 0.0000
Institutional 58 0.0239 0 0.0000

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

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 0.1688 May 0.1236 Sep 0.1523
Feb 0.1393 Jun 0.1439 Oct 0.1436
Mar 0.1446 Jul 0.1555 Nov 0.1334
Apr 0.1286 Aug 0.1453 Dec 0.1417

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
Warren County 02-93-015 0.1434 365 0.4000 2037 Yes Yes 12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.3520 May 0.4270 Sep 0.3280
Feb 0.5620 Jun 0.3720 Oct 0.3030
Mar 0.4560 Jul 0.4820 Nov 0.2990
Apr 0.4010 Aug 0.4950 Dec 0.3330

How many sewer connections does this system have?   746
How many water service connections with septic systems does this system have?   216
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
NC0020834 WWTP 2.0000 2.0000 0.4010 2.2000 Fishing Creek Fishing Creek (15-2)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Norlina 02-93-020 Receiving 0.0950 365
Warren County 02-93-015 Receiving 0.1330 365

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 2,250 2,284 2,389 2,498 2,613 2,733
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0696 0.0655 0.0685 0.0716 0.0748 0.0782
Commercial 0.0173 0.0175 0.0183 0.0192 0.0200 0.0209
Industrial 0.0013 0.0013 0.0013 0.0013 0.0013 0.0013
Institutional 0.0239 0.0242 0.0253 0.0265 0.0277 0.0289
System Process 0.0100 0.0001 0.0001 0.0001 0.0001 0.0001
Unaccounted-for 0.0213 0.0367 0.0383 0.0401 0.0418 0.0437
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 0.4000 0.4000 0.4000 0.4000 0.4000 0.4000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.4000 0.4000 0.4000 0.4000 0.4000 0.4000
Service Area Demand 0.1434 0.1453 0.1518 0.1588 0.1657 0.1731
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) 0.1434 0.1453 0.1518 0.1588 0.1657 0.1731
Demand as Percent of Supply 36% 36% 38% 40% 41% 43%

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 31 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.