Littleton

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: Littleton   PWSID: 04-42-028
Mailing Address:P.O. Box 87
Littleton, NC 27850		Ownership:Municipality
 
Contact Person:Luke ComptonTitle:Public Utilities Director
Phone:252-586-2709Cell/Mobile:252-326-4996
 
Secondary Contact:Paul Langfield Phone:336-731-6963
Mailing Address:
, NC 		Cell/Mobile:336-309-6963
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 30.00 %
Cast Iron 6-8 40.00 %
Galvanized Iron 1-2 5.00 %
Polyvinyl Chloride 6-8 25.00 %
What are the estimated total miles of distribution system lines?   13 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?   47
How old are the oldest meters in this system?   11 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?   0.3000 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, Quarterly
Does this system have a valve exercise program?   Yes, As Needed
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?   Flat/Fixed
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

Use NCRWA for leak detection as needed.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Fishing Creek (15-2)90 %
Roanoke River (14-1)10 %
County(s)% of Service Population
Halifax100 %
What was the year-round population served in 2024?   1,520
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 477 0.0669 0 0.0000
Commercial 83 0.0083 0 0.0000
Industrial 3 0.0008 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0060 MGD

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
Warren County 02-93-015 0.0000 0 1.5000 2099 Yes Yes 8 Emergency

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 0.0577 May 0.0841 Sep 0.0897
Feb 0.0745 Jun 0.0955 Oct 0.0888
Mar 0.0798 Jul 0.1096 Nov 0.1010
Apr 0.0902 Aug 0.1201 Dec 0.0722

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
Halifax County 04-42-040 0.0900 365 0.1500 2031 Yes Yes 10 Regular
Warren County 02-93-015 0.0000 0 0.0000 2099 Yes Yes 8 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1164 May 0.0425 Sep 0.0496
Feb 0.0570 Jun 0.0311 Oct 0.0448
Mar 0.1111 Jul 0.0731 Nov 0.0488
Apr 0.0467 Aug 0.0594 Dec 0.0695

How many sewer connections does this system have?   553
How many water service connections with septic systems does this system have?   58
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
NC0025691 WWTP 0.2800 0.2800 0.0627 0.4631 Butterwood Creek Tar River (15-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 1,520 1,646 1,818 1,988 2,175 2,379
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0669 0.0724 0.0799 0.0873 0.0954 0.1043
Commercial 0.0083 0.0089 0.0098 0.0107 0.0117 0.0128
Industrial 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.0060 0.0030 0.0030 0.0030 0.0030 0.0030
Unaccounted-for 0.0078 0.0097 0.0106 0.0115 0.0126 0.0137
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 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500
Service Area Demand 0.0898 0.0948 0.1041 0.1133 0.1235 0.1346
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) 0.0898 0.0948 0.1041 0.1133 0.1235 0.1346
Demand as Percent of Supply 60% 63% 69% 76% 82% 90%

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 44 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?   Littleton NC is entering negotiations with Roanoke Rapids and Halifax County to purchase more water in the future.

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.