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

Incomplete

Water System Name:	Warrenton		PWSID:	02-93-010
Mailing Address:	P. O. Box 281 Warrenton, NC 27589		Ownership:	Municipality

Contact Person:	Brandon Elliott		Title:	Public Works Director
Phone:	252-257-1776		Cell/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	10	10.00 %
Cast Iron	6-8	13.00 %
Ductile Iron	6	5.00 %
Galvanized Iron	2	2.00 %
Polyvinyl Chloride	6,8	70.00 %

What are the estimated total miles of distribution system lines? 0 Miles

How many feet of distribution lines were replaced during 2002? 35,000 Feet

How many feet of new water mains were added during 2002? 0 Feet

How many meters were replaced in 2002? 300

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? 10

What is this system's finished water storage capacity? 0.0000 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, 2-6 Months

Does this system have a valve exercise program? Yes, Annually

Does this system have a cross-connection program? No

Does this system have a program to replace meters? Yes

Does this system have a plumbing retrofit program? Yes

Does this system have an active water conservation public education program? Yes

Does this system have a leak detection program? No

Water Conservation

What type of rate structure is used? Decreasing

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

2. Water Use Information

Service Area

Sub-Basin(s)	% of Service Population
Roanoke River (14-1)	0 %
Fishing Creek (15-2)	0 %

County(s)	% of Service Population
Warren	0 %

What was the year-round population served in 2002? 1,055

Has this system acquired another system since last report?

Water Use by Type

Type of Use	Metered Connections	Metered Average Use (MGD)
Residential	880	0.1410
Commercial	116	0.0380
Industrial	10	0.0300
Institutional	48	0.0240

How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0600 MGD

During 2002 Warrenton was in the middle of a water line rehabilitation project. Warrenton used more water than normal because of this project.

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	0.3210	0.4010	May	0.3780	0.4850	Sep	0.3370	0.4050
Feb	0.3930	0.4250	Jun	0.3900	0.5100	Oct	0.3310	0.3920
Mar	0.3710	0.4120	Jul	0.4270	0.6020	Nov	0.3900	0.5210
Apr	0.4180	0.7320	Aug	0.4290	0.5830	Dec	0.3830	0.4970

Maximum Daily Use amounts are influenced by water
line rehabilitation. Lines were chlorinated and
flushed.

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
Warren Co	02-93-015	0.3790	365	0.4000	2052			12	Regular

Current contract amount 0.400 mgd.

4. Wastewater Information

Monthly Discharges

	Average Daily Discharge (MGD)		Average Daily Discharge (MGD)		Average Daily Discharge (MGD)
Jan	0.6200	May	0.5060	Sep	0.5670
Feb	0.5210	Jun	0.4540	Oct	0.6880
Mar	0.4790	Jul	0.4800	Nov	0.7210
Apr	0.5280	Aug	0.5790	Dec	0.7700

How many sewer connections does this system have? 0

How many water service connections with septic systems does this system have? 0

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		2.0000	2.0000	0.5770	2.5000		Fishing Creek (15-2)

Wastewater Interconnections

Water System	PWSID	Type	Average Daily Amount		Contract Maximum (MGD)
Water System	PWSID	Type	MGD	Days Used	Contract Maximum (MGD)
Norlina	02-93-020	Receiving	0.0000	0	0.0000
Warren Co	02-93-015	Receiving	0.0000	0	0.0000

5. Planning

Projections

	2002	2010	2020	2030
Year-Round Population	1,055	1,060	1,200	1,200
Seasonal Population	0	0	0	0

Residential	0.1410	0.1500	0.1500	0.1500
Commercial	0.0380	0.0500	0.0500	0.0500
Industrial	0.0300	0.1000	0.1000	0.1000
Institutional	0.0240	0.0500	0.0500	0.0500
System Process	0.0600	0.0070	0.0070	0.0070
Unaccounted-for	0.0860	0.0100	0.0100	0.0100

Warrenton anticipates a large increase in industrial usage by 2010 but no additional details provided.

Demand v/s Percent of Supply

	2002	2010	2020	2030
Surface Water Supply	0.0000	0.0000	0.0000	0.0000
Ground Water Supply	0.0000	0.0000	0.0000	0.0000
Purchases	0.4000	0.4000	0.4000	0.4000
Future Supplies		0.0000	0.0000	0.0000
Total Available Supply (MGD)	0.4000	0.4000	0.4000	0.4000
Service Area Demand	0.3790	0.3670	0.3670	0.3670
Sales	0.0000	0.0000	0.0000	0.0000
Future Sales		0.0000	0.0000	0.0000
Total Demand (MGD)	0.3790	0.3670	0.3670	0.3670
Demand as Percent of Supply	95%	92%	92%	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 134 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.

Are there other demand management practices you will implement to reduce your future supply needs?

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?

How does the water system intend to implement the demand management and supply planning components above?

Warrenton will reach 92% Demand as Percent of Supply in 2010. As of this time, a specific plan to address the supply deficiency has not been submitted.

Additional Information

Has this system participated in regional water supply or water use planning? Yes

What major water supply reports or studies were used for planning? Customer Billing Report, Master Meter Reading Reports, Waste Water Treatment Flow Reports

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