Bryson City

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: Bryson City   PWSID: 01-87-010
Mailing Address:P.O. Box 726
Bryson City, NC 28713		Ownership:Municipality
 
Contact Person:Lynn ThomasTitle:Town Manager
Phone:828-488-3335Cell/Mobile:828-736-7448
 
Secondary Contact:Russell Ball Phone:828-488-1004
Mailing Address:1568 East Deep Creek Rd
Bryson City, NC 28713		Cell/Mobile:828-736-1174
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-8 6.00 %
Cast Iron 4-10 18.00 %
Ductile Iron 4-12 14.00 %
Galvanized Iron 1-2 1.00 %
Other 1-12 19.00 %
Polyvinyl Chloride 1-10 42.00 %
What are the estimated total miles of distribution system lines?   44 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?   1,850
How old are the oldest meters in this system?   12 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   20
What is this system's finished water storage capacity?   2.0000 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, As Needed
Does this system have a valve exercise program?   Yes, 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?   Yes
Does this system have a leak detection program?   Yes

Leak detection is an ongoing process, we have invested in a high end listening device and have invested in an ALD Acoustic Leak Detection metering system, and are continuing to zone meter the system to help monitor and detect areas of concern.

Water Conservation
What type of rate structure is used?   Flat/Fixed, Other
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

Cherokee NC is our closest neighbor and is 10 miles away. Discussions on possible future connections are ongoing.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Tuskasegee River (07-2)100 %
County(s)% of Service Population
Swain100 %
What was the year-round population served in 2025?   4,395
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 1,466 0.1218 0 0.0000
Commercial 408 0.1578 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.)?   0.0218 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 0.4915 0.6070 May 0.5122 0.9770 Sep 0.4720 0.5650
Feb 0.4445 0.5210 Jun 0.4962 0.6100 Oct 0.5029 0.5770
Mar 0.4407 0.5180 Jul 0.5382 0.6340 Nov 0.4843 0.5620
Apr 0.4693 0.7440 Aug 0.5035 0.6810 Dec 0.4923 0.6450

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
Deep Creek 0.4873 365 0.9770 1.0000 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
Deep Creek 43 Yes Tuskasegee River (07-2) Swain Regular
What is this system's off-stream raw water supply storage capacity?   0 Million gallons
Are surface water sources monitored?   Yes, As Needed
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 Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Deep Creek WTP 1.0000 Yes Yes Deep Creek
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2025?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2025?  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?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.4748 May 0.4337 Sep 0.3126
Feb 0.3952 Jun 0.3604 Oct 0.3332
Mar 0.4337 Jul 0.3533 Nov 0.4772
Apr 0.3586 Aug 0.3646 Dec 0.3261

How many sewer connections does this system have?   1,228
How many water service connections with septic systems does this system have?   453
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

A sewer plant expansion project is in process currently.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
NC0026557 WWTP 0.6060 0.6060 0.3853 1.1120 Tuckasegee River Tuskasegee River (07-2)

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 4,395 4,482 4,571 4,662 4,755 4,850
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1218 0.1339 0.1486 0.1634 0.1797 0.1977
Commercial 0.1578 0.1818 0.1999 0.2198 0.2417 0.2658
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 0.0218 0.0242 0.0254 0.0266 0.0279 0.0293
Unaccounted-for 0.1859 0.2096 0.2306 0.2528 0.2771 0.3040

The Town has just completed a complete change out of meters and have improved leak detection system. I believe these improvements will result in substantial improvements over the next year.

Demand v/s Percent of Supply
  2025 2030 2040 2050 2060 2070
Surface Water Supply 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
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) 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
Service Area Demand 0.4873 0.5495 0.6045 0.6626 0.7264 0.7968
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) 0.4873 0.5495 0.6045 0.6626 0.7264 0.7968
Demand as Percent of Supply 49% 55% 60% 66% 73% 80%

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 28 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?   No changes

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?  LWSP from previous years, Water System Management Plan, WTP eMor, WWTP monthly reports, Billing Records, Daily Logs, Note: All respective data provided by the individual dept head or ORC.

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:   Distribution system is still planning to improve hydraulics with additional river crossings (one river bore is nearing completion and tie in very shortly) and the addition of one or more tanks to improve fire protection on the South side of the system. Sewer Plant improvements are begun at this time.

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.