Franklinville

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: Franklinville   PWSID: 02-76-035
Mailing Address:P.O. Box 277
Franklinville, NC 27248		Ownership:Municipality
 
Contact Person:Arnold AllredTitle:PWD
Phone:336-824-2604Cell/Mobile:336-736-4185
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-8 30.00 %
Ductile Iron 6-12 40.00 %
Polyvinyl Chloride 2-12 30.00 %
What are the estimated total miles of distribution system lines?   21 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?   40
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?   0
What is this system's finished water storage capacity?   0.5000 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?   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
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?   No

A new line is being installed from the City Of Asheboro and we do have plans for a meter vault and connection this year

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Deep River (02-2)100 %
County(s)% of Service Population
Randolph100 %
What was the year-round population served in 2025?   1,196
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 531 0.0692 0 0.0000
Commercial 37 0.0155 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0122 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 0.0900 May 0.1100 Sep 0.1090
Feb 0.1000 Jun 0.1000 Oct 0.1180
Mar 0.0800 Jul 0.1090 Nov 0.0920
Apr 0.1100 Aug 0.1070 Dec 0.0960

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
Town of Ramseur 02-76-020 0.1030 365 0.2500 2037 Yes Yes 8-12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0310 May 0.0320 Sep 0.0260
Feb 0.0410 Jun 0.0310 Oct 0.0280
Mar 0.0260 Jul 0.0290 Nov 0.0220
Apr 0.0220 Aug 0.0350 Dec 0.0260

How many sewer connections does this system have?   300
How many water service connections with septic systems does this system have?   300
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
NC0007820 WWTP 0.1000 0.2000 0.0290 0.1740 Deep River Deep River (02-2)

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 1,196 1,244 1,300 1,358 1,419 1,483
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0692 0.0880 0.0990 0.1000 0.1100 0.1200
Commercial 0.0155 0.0120 0.0130 0.0140 0.0150 0.0160
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.0122 0.0120 0.0130 0.0140 0.0150 0.0160
Unaccounted-for 0.0061 0.0071 0.0079 0.0081 0.0088 0.0096
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
City Of Asheboro 02-76-030 Surface 0.0220 2026 Regular
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 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500
Future Supplies 0.0220 0.0220 0.0220 0.0220 0.0220
Total Available Supply (MGD) 0.2500 0.2720 0.2720 0.2720 0.2720 0.2720
Service Area Demand 0.1030 0.1191 0.1329 0.1361 0.1488 0.1616
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) 0.1030 0.1191 0.1329 0.1361 0.1488 0.1616
Demand as Percent of Supply 41% 44% 49% 50% 55% 59%

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 58 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?   

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.