Burnsville

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: Burnsville   PWSID: 01-00-010
Mailing Address:PO BOX 97
Burnsville, NC 28714		Ownership:Municipality
 
Contact Person:Shane DaleTitle:Public Works Director
Phone:828-682-2420Cell/Mobile:--
 
Secondary Contact:Aaron Miller Phone:828-682-6868
Mailing Address:PO Box 97
Burnsville, NC 28714		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 4-12 8.00 %
Cast Iron 4-12 30.00 %
Ductile Iron 4-12 32.00 %
Polyvinyl Chloride 2-10 30.00 %
What are the estimated total miles of distribution system lines?   21 Miles
How many feet of distribution lines were replaced during 2024?   540 Feet
How many feet of new water mains were added during 2024?   100 Feet
How many meters were replaced in 2024?   45
How old are the oldest meters in this system?   27 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?   2.5500 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.   Yes
Programs
Does this system have a program to work or flush hydrants?   Yes, Annually
Does this system have a valve exercise program?   No, As Needed
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?   Increasing Block
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
Nolichucky River (05-1)100 %
County(s)% of Service Population
Yancey100 %
What was the year-round population served in 2024?   3,980
What was the seasonal population and months served in 2024? (if applicable)   490 ( May Jun Jul Aug Sep Oct )
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 1,281 0.1650 0 0.0000
Commercial 263 0.1950 0 0.0000
Industrial 4 0.0530 0 0.0000
Institutional 20 0.0510 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0350 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 0.9290 1.0500 May 0.8750 1.0500 Sep 0.8150 1.0500
Feb 0.8250 1.0500 Jun 0.8780 1.0400 Oct 0.8070 1.0100
Mar 0.8390 1.0200 Jul 0.8580 1.0500 Nov 0.9230 1.0400
Apr 0.8410 1.0300 Aug 0.8580 1.0700 Dec 0.9640 1.0400

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
BOWLENS CREEK (NF) 0.0000 0 0.0000 0.2500 F 0.0000
BOWLENS CREEK (SF) 0.0000 0 0.0000 0.2500 F 0.0000
CANE RIVER 0.9000 365 0.0000 1.4800 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
BOWLENS CREEK (NF) 2 Yes Nolichucky River (05-1) Yancey Emergency
BOWLENS CREEK (SF) 1 Yes Nolichucky River (05-1) Yancey Emergency
CANE RIVER 47 Yes Nolichucky River (05-1) Yancey 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?   Yes
Does this system anticipate transferring surface water between river basins?   No
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Town of Burnsville 1.0000 Yes Yes Cane River / Bowlens Creek
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2024?  Yes
     If yes, was any water conservation implemented?  Yes
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2024?  Yes
     If yes, was any water conservation implemented?  Yes
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

After Hurricane Helene the plant has ran a considerable amount more due to water line breaks and issues with the temporary raw water intake. We have had several issues with the pumps and intake during the cold months. We tried to have as much water in storage during this time to cover for any issues.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.7832 May 0.5035 Sep 0.3684
Feb 2.5846 Jun 0.3996 Oct 0.3051
Mar 0.4462 Jul 0.4384 Nov 0.3491
Apr 0.3967 Aug 0.3770 Dec 0.4380

How many sewer connections does this system have?   1,070
How many water service connections with septic systems does this system have?   490
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
NC0020290 WWTP 0.8000 0.8000 0.4000 6.7000 CANE RIVER Nolichucky River (05-1)
NC0075965 WTP 0.0480 0.0480 0.2000 4.4000 LITTLE CRABTREE CREEK Nolichucky River (05-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 3,980 4,010 4,040 4,070 4,100 4,130
Seasonal Population 490 490 500 510 520 530
 
Residential 0.1650 0.1700 0.1800 0.1900 0.2000 0.2100
Commercial 0.1950 0.2000 0.2100 0.2200 0.2300 0.2400
Industrial 0.0530 0.0540 0.0550 0.0560 0.0570 0.0580
Institutional 0.0510 0.0520 0.0530 0.0540 0.0550 0.0560
System Process 0.0350 0.0350 0.0350 0.0350 0.0350 0.0350
Unaccounted-for 0.3985 0.4081 0.4257 0.4432 0.4608 0.4784
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 1.4800 1.4800 1.4800 1.4800 1.4800 1.4800
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) 1.4800 1.4800 1.4800 1.4800 1.4800 1.4800
Service Area Demand 0.8975 0.9191 0.9587 0.9982 1.0378 1.0774
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) 0.8975 0.9191 0.9587 0.9982 1.0378 1.0774
Demand as Percent of Supply 61% 62% 65% 67% 70% 73%

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 41 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.