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

Incomplete

Water System Name: Junaluska SD   PWSID: 01-44-035
Mailing Address:228 Edwards Road
Clyde, NC 28721		Ownership:District
 
Contact Person:Josh NickolTitle:General Manager/Finance Officer
Phone:828-452-1178Cell/Mobile:--
 
Secondary Contact:Lara Feinberg Phone:828-452-1178
Mailing Address:228 Edwards Road
Clyde, NC 28721		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 4-10 60.00 %
Cast Iron 8 5.00 %
Ductile Iron 4-12 15.00 %
Galvanized Iron 2 5.00 %
Polyvinyl Chloride 2-12 15.00 %
What are the estimated total miles of distribution system lines?   100 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   2,000 Feet
How many meters were replaced in 2002?   25
How old are the oldest meters in this system?   34 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   0
What is this system's finished water storage capacity?   0.7500 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, 12 Months or more
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?   No
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   Decreasing
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
Pigeon River (05-3)0 %
County(s)% of Service Population
Haywood0 %
What was the year-round population served in 2002?   5,727
Has this system acquired another system since last report?   
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 1,434 0.1800 0 0.0000
Commercial 95 0.1000 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 25 0.0300 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0000 MGD

High unaccounted-for water of 35% in 2002 needs to be identified and reduced.

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 unk Emergency
Clyde 01-44-025 0.1600 5 0.0000 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 0.3750 0.0000 May 0.4290 0.0000 Sep 0.4090 0.0000
Feb 0.4220 0.0000 Jun 0.4130 0.0000 Oct 0.4890 0.0000
Mar 0.4960 0.0000 Jul 0.4160 0.0000 Nov 0.3880 0.0000
Apr 0.3670 0.0000 Aug 0.4750 0.0000 Dec 0.3780 0.0000

High unaccounted-for water of 35% in 2002 needs to be identified and reduced.

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 365 0.0330 6 Regular
Waynesville 01-44-010 0.4820 365 0.0000 10 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.3290 May 0.3760 Sep 0.3580
Feb 0.3700 Jun 0.3620 Oct 0.4290
Mar 0.4350 Jul 0.3650 Nov 0.3400
Apr 0.3220 Aug 0.4160 Dec 0.3310

How many sewer connections does this system have?   828
How many water service connections with septic systems does this system have?   726
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

average daily discharge includes Clyde discharge

Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Waynesville WWTP 01-44-010 Discharging 0.3690 365 0.0000
Clyde 01-44-025 Receiving 0.1200 365 0.0000

0.369 cfs discharge to Waynesville includes 0.120 cfs discharge from Clyde.

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 5,727 7,327 9,842 12,357
Seasonal Population 0 0 0 0
 
Residential 0.1800 0.2730 0.3670 0.4600
Commercial 0.1000 0.1470 0.1970 0.2480
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0300 0.1020 0.1370 0.1720
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.1698 0.0950 0.1280 0.1610

High unaccounted-for water of 35% in 2002 needs to be identified and reduced. Projected unaccounted-for water was assumed to be15%

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000
Purchases 0.5150 0.5150 0.5150 0.5150
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.5150 0.5150 0.5150 0.5150
Service Area Demand 0.4798 0.6170 0.8290 1.0410
Sales 0.0022 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.4820 0.6170 0.8290 1.0410
Demand as Percent of Supply 94% 120% 161% 202%

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 31 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?   

The contract we have with the town of Waynesville says it will supply all water that is needed.
High unaccounted-for water of 35% in 2002 needs to be identified and reduced.
Projected unaccounted-for water was assumed to be15%

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?  Water & Sewer bills 1997 Water Supply Plan.

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:   At this time at least one storage tank is needed if not two. We also need a 10"line completed from Miami Drive to R.R. Tressell at Lake Junaluska. The tank is needed for the growth corridor down S.R.209. At this time we are not letting anyone else tap on because we can't supply enough water from Miami Rivers down S.R. 209 toward Crabtree Community. Our funds from the Rural Center were cut since Haywood County was put in a tiem III category. We and the County don't have the funds available to put in the tanks finish the water line.

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.