Madison

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: Madison   PWSID: 02-79-030
Mailing Address:120 N. Market St.
Madison, NC 27025		Ownership:Municipality
 
Contact Person:J. Kevin YatesTitle:Water Plant Superintendent/ORC
Phone:336-427-3971Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 2.00 %
Cast Iron 6 6.00 %
Ductile Iron 4-16 41.00 %
Galvanized Iron 2 2.00 %
Polyvinyl Chloride 2-16 49.00 %
What are the estimated total miles of distribution system lines?   39 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?   18
How old are the oldest meters in this system?   35 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   90
What is this system's finished water storage capacity?   1.3000 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, Weekly
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?   Yes
Does this system have a leak detection program?   Yes
Water Conservation
What type of rate structure is used?   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
Roanoke River (14-1)100 %
County(s)% of Service Population
Rockingham100 %
What was the year-round population served in 2024?   2,116
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 901 0.0880 0 0.0000
Commercial 240 0.0420 0 0.0000
Industrial 6 0.2130 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0435 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
Mayodan 02-79-025 0.0000 0 0.0000 Yes No 10 Emergency
Rockingham County 02-79-050 0.1170 366 0.2000 2042 Yes Yes 16 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 0.4830 0.8190 May 0.5510 1.0280 Sep 0.5570 0.7190
Feb 0.4850 0.6890 Jun 0.5530 0.7360 Oct 0.5520 0.7030
Mar 0.4910 0.7190 Jul 0.5850 0.7110 Nov 0.5200 0.6920
Apr 0.5450 1.0560 Aug 0.5960 0.8980 Dec 0.5000 0.6800

Surface Water Sources
Stream Reservoir Average Daily Withdrawal Maximum Day
Withdrawal (MGD)		 Available Raw
Water Supply		 Usable On-Stream
Raw Water Supply
Storage (MG)
MGD Days Used MGD * Qualifier
Dan River 0.5350 366 1.0560 16.1000 F 0.0000

* Qualifier: C=Contract Amount, SY20=20-year Safe Yield, SY50=50-year Safe Yield, F=20% of 7Q10 or other instream flow requirement, CUA=Capacity Use Area Permit

Surface Water Sources (continued)
Stream Reservoir Drainage Area
(sq mi)		 Metered? Sub-Basin County Year
Offline		 Use
Type
Dan River 624 Yes Roanoke River (14-1) Rockingham Regular
What is this system's off-stream raw water supply storage capacity?   0 Million gallons
Are surface water sources monitored?   Yes, Daily
Are you required to maintain minimum flows downstream of its intake or dam?   No
Does this system anticipate transferring surface water between river basins?   No
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 Mayodan 02-79-025 0.0000 0 0.0000 Yes Yes 10 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Town of Madison Water Treatmen 1.5660 Yes Yes Dan River
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  No
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  No
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1730 May 0.1830 Sep 0.2050
Feb 0.1730 Jun 0.1830 Oct 0.2050
Mar 0.1690 Jul 0.1930 Nov 0.1530
Apr 0.1690 Aug 0.1930 Dec 0.1530

How many sewer connections does this system have?   1,038
How many water service connections with septic systems does this system have?   90
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

All numbers are estimated using 2023 totals due to discrepancies in numbers from new billing software installed and new employees. Not much has changed in 2024, if any from the previous year. The problem should be resolved moving forward.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
NCG590016 WTP 0.0000 0.0000 0.1800 0.2450 Big Beaver Island Creek Roanoke River (14-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Town of Mayodan WWTP 02-79-025 Discharging 0.1800 365 1.0000
Rockingham County 02-79-050 Receiving 0.0085 366 0.2000

Discharge to Mayodan does not include flow from large industrial plant (Unifi).

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 2,116 2,347 3,027 3,147 3,387 3,500
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0880 0.1040 0.1080 0.1120 0.1160 0.1160
Commercial 0.0420 0.0900 0.0920 0.0930 0.0940 0.0940
Industrial 0.2130 0.3500 0.3680 0.3860 0.4040 0.4040
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.0435 0.0720 0.0740 0.0760 0.0780 0.0780
Unaccounted-for 0.0315 0.0552 0.0576 0.0600 0.0625 0.0625
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 16.1000 16.1000 16.1000 16.1000 16.1000 16.1000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 16.1000 16.1000 16.1000 16.1000 16.1000 16.1000
Service Area Demand 0.4180 0.6712 0.6996 0.7270 0.7545 0.7545
Sales 0.1170 0.2000 0.2000 0.2000 0.2000 0.2000
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.5350 0.8712 0.8996 0.9270 0.9545 0.9545
Demand as Percent of Supply 3% 5% 6% 6% 6% 6%

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 42 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?   We have secured a grant to upgrade and expand the capacity of our exsisting water plant.

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.