Junaluska SD

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: Junaluska SD   PWSID: 01-44-035
Mailing Address:228 Edwards Road
Lake Junaluska, NC 28745		Ownership:District
 
Contact Person:Josh NickolTitle:Manager
Phone:828-452-1178Cell/Mobile:--
 
Secondary Contact:Bill Barker Phone:828-452-1178
Mailing Address:228 Edwards Road
Lake Junaluska, NC 28745		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 4-10 2.10 %
Cast Iron 8 4.00 %
Ductile Iron 4-16 64.60 %
Galvanized Iron 2 3.60 %
Polyvinyl Chloride 2-12 25.70 %
What are the estimated total miles of distribution system lines?   101 Miles
How many feet of distribution lines were replaced during 2024?   500 Feet
How many feet of new water mains were added during 2024?   860 Feet
How many meters were replaced in 2024?   19
How old are the oldest meters in this system?   21 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   4
What is this system's finished water storage capacity?   1.3820 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, Semi-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?   Yes
Does this system have a leak detection program?   Yes

The district uses an AMI meter system and leak analysis software to contact customers when there is evidence of a leak or potential leak.

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
Pigeon River (05-3)100 %
County(s)% of Service Population
Haywood100 %
What was the year-round population served in 2024?   5,138
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 1,822 0.1840 0 0.0000
Commercial 137 0.0414 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 53 0.1258 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0006 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
Canton 01-44-015 0.0000 0 0.0000 Yes Yes 8 Emergency
Clyde 01-44-025 0.0000 0 0.0000 No Yes 8 Emergency

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 0.4131 May 0.3553 Sep 0.4778
Feb 0.4373 Jun 0.3642 Oct 0.4758
Mar 0.3117 Jul 0.3493 Nov 0.5713
Apr 0.3555 Aug 0.3467 Dec 0.3151

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
Maggie Valley SD 01-44-040 0.0000 0 0.0330 Yes Yes 8 Emergency
Waynesville 01-44-010 0.3982 366 0.7500 2021 Yes Yes 10-12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.3531 May 0.3580 Sep 0.4261
Feb 0.3850 Jun 0.3586 Oct 0.4449
Mar 0.3484 Jul 0.3736 Nov 0.4073
Apr 0.3620 Aug 0.4125 Dec 0.4369

How many sewer connections does this system have?   1,339
How many water service connections with septic systems does this system have?   686
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
WQCS00182 CS 6.0000 6.0000 0.0000 pigeon river Pigeon River (05-3)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Waynesville WWTP 01-44-010 Discharging 0.2311 366
Clyde 01-44-025 Receiving 0.1828 365

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 5,138 5,313 5,618 5,908 6,212 6,533
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1840 0.1900 0.2000 0.2100 0.2220 0.2330
Commercial 0.0414 0.0430 0.0450 0.0480 0.0500 0.0530
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.1258 0.1300 0.1380 0.1450 0.1520 0.1590
System Process 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006
Unaccounted-for 0.0464 0.0480 0.0506 0.0532 0.0560 0.0588
Demand v/s Percent of Supply
  2024 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 0.7500 0.7500 0.7500 0.7500 0.7500 0.7500
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.7500 0.7500 0.7500 0.7500 0.7500 0.7500
Service Area Demand 0.3982 0.4116 0.4342 0.4568 0.4806 0.5044
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) 0.3982 0.4116 0.4342 0.4568 0.4806 0.5044
Demand as Percent of Supply 53% 55% 58% 61% 64% 67%

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 36 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?   n/a

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   n/a

How does the water system intend to implement the demand management and supply planning components above?   n/a

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.