Mayodan

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: Mayodan   PWSID: 02-79-025
Mailing Address:210 W. Main St.
Mayodan, NC 27027		Ownership:Municipality
 
Contact Person:Melody ShulerTitle:Town Manager
Phone:336-427-0241Cell/Mobile:--
 
Secondary Contact:Mike Sears Phone:336-427-3339
Mailing Address:210 W. Main St.
Mayodan, NC 27027		Cell/Mobile:336-613-5366
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 1.00 %
Cast Iron 6 25.00 %
Ductile Iron 4-18 60.00 %
Galvanized Iron .75-2 2.50 %
Polyvinyl Chloride 2 11.50 %
What are the estimated total miles of distribution system lines?   36 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?   139
How old are the oldest meters in this system?   50 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   7
What is this system's finished water storage capacity?   3.5000 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, 2 Years or More
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?   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?   2,452
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 1,468 0.1068 0 0.0000
Commercial 161 0.0869 0 0.0000
Industrial 8 0.2029 0 0.0000
Institutional 29 0.0536 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0700 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
Town of Madison 02-79-030 0.0000 0 1.0000 Yes Yes 10 Emergency
Town of Stoneville 02-79-035 0.1351 366 0.3000 2028 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 0.7740 1.2240 May 0.8650 1.1790 Sep 0.8460 1.0560
Feb 0.6780 0.8360 Jun 0.9010 1.0960 Oct 0.8560 1.1730
Mar 0.7120 0.9110 Jul 0.8470 1.0490 Nov 0.8800 1.2860
Apr 0.7310 1.0920 Aug 0.9590 1.1080 Dec 0.7070 1.1040

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
Mayo River 0.8130 366 1.2860 10.0000 F 10.0000

* 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
Mayo River 310 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
Dan River Water 02-79-040 0.0000 0 Yes Emergency
Town of Madison 02-79-030 0.0000 0 Yes Yes 10 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Mayodan Water Plant 3.0000 Yes Yes Mayo 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?  
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?  
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  Yes

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 1.0300 May 0.7950 Sep 0.8770
Feb 0.5210 Jun 0.7950 Oct 0.5870
Mar 0.6620 Jul 0.7220 Nov 0.5160
Apr 0.6950 Aug 0.6990 Dec 0.6420

How many sewer connections does this system have?   1,345
How many water service connections with septic systems does this system have?   34
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
NC0021873 WWTP 4.5000 4.5000 0.6960 4.6220 Mayo River Roanoke River (14-1)
NC0046302 WTP 0.0000 0.4500 0.0159 0.2000 Unnamed tributary of Mayo R Roanoke River (14-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Town of Madison 02-79-030 Receiving 0.6068 366 1.0000
Town of Stoneville 02-79-035 Receiving 0.1425 366 0.5000

The Madison value includes wastewater from a large industrial plant (Unifi) which is in Madison but is not in the estimate from the Town of Madison.

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 2,452 2,697 2,966 3,000 3,050 3,100
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1068 0.1170 0.1180 0.1190 0.1200 0.1210
Commercial 0.0869 0.0870 0.0900 0.0910 0.0920 0.0920
Industrial 0.2029 0.2030 0.2040 0.2050 0.2060 0.2070
Institutional 0.0536 0.0640 0.0650 0.0650 0.0660 0.0660
System Process 0.0700 0.0710 0.0720 0.0720 0.0730 0.0740
Unaccounted-for 0.1577 0.1643 0.1664 0.1673 0.1689 0.1698
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 10.0000 10.0000 10.0000 10.0000 10.0000 10.0000
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) 10.0000 10.0000 10.0000 10.0000 10.0000 10.0000
Service Area Demand 0.6779 0.7063 0.7154 0.7193 0.7259 0.7298
Sales 0.1351 0.3000 0.3000 0.3000 0.3000 0.3000
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.8130 1.0063 1.0154 1.0193 1.0259 1.0298
Demand as Percent of Supply 8% 10% 10% 10% 10% 10%

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.    

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.