Clyde

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: Clyde   PWSID: 01-44-025
Mailing Address:P.O. Box 386
Clyde, NC 28721		Ownership:Municipality
 
Contact Person:Joy GarlandTitle:Town Administrator
Phone:828-627-2556Cell/Mobile:828-508-6895
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 25.00 %
Cast Iron 6-8 25.00 %
Ductile Iron 6-8 20.00 %
Galvanized Iron .75-2 10.00 %
Polyvinyl Chloride .75-8 20.00 %
What are the estimated total miles of distribution system lines?   23 Miles
How many feet of distribution lines were replaced during 2022?   5,400 Feet
How many feet of new water mains were added during 2022?   0 Feet
How many meters were replaced in 2022?   10
How old are the oldest meters in this system?   7 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   3
What is this system's finished water storage capacity?   0.4100 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, As Needed
Does this system have a valve exercise program?   Yes, As Needed
Does this system have a cross-connection program?   No
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

Our electronic meters detect flow that exceeds 24 hours without stopping for one hour.

Water Conservation
What type of rate structure is used?   Decreasing Block, 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

Junaluska Sanitary District.

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 2022?   3,264
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 1,208 0.1256 0 0.0000
Commercial 67 0.0074 2 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 1 0.0020 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0840 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 0.2810 May 0.2600 Sep 0.2840
Feb 0.2830 Jun 0.2520 Oct 0.2720
Mar 0.2770 Jul 0.2710 Nov 0.2800
Apr 0.2800 Aug 0.2940 Dec 0.2720

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
Canton 01-44-015 0.2750 364 1.0000 2031 Yes Yes 8 Regular
Lake Junaluska 01-44-035 0.0010 1 0.0000 No Yes 8 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1730 May 0.1650 Sep 0.1210
Feb 0.2050 Jun 0.1030 Oct 0.0980
Mar 0.1890 Jul 0.1090 Nov 0.1140
Apr 0.1550 Aug 0.1150 Dec 0.1320

How many sewer connections does this system have?   716
How many water service connections with septic systems does this system have?   564
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

We are working on a long range plan discussing wastewater options with the Town of Canton. This may include possibly partnering to build a wastewater treatment facility.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
WQCS00259 CS 0.6000 0.6000 0.0000 0.2050 RICHLAND CREEK Pigeon River (05-3)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Junaluska SD 01-44-035 Discharging 0.1400 365 0.0000

5. Planning

Projections
  2022 2030 2040 2050 2060 2070
Year-Round Population 3,264 3,143 3,300 3,465 3,638 3,819
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1256 0.1370 0.1440 0.1510 0.1590 0.1660
Commercial 0.0074 0.0100 0.0130 0.0160 0.0200 0.0220
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0020 0.0040 0.0040 0.0050 0.0050 0.0050
System Process 0.0840 0.0290 0.0350 0.0420 0.0520 0.0590
Unaccounted-for 0.0552 0.0770 0.0830 0.0920 0.1010 0.1110
Demand v/s Percent of Supply
  2022 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 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
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 0.2742 0.2570 0.2790 0.3060 0.3370 0.3630
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) 0.2742 0.2570 0.2790 0.3060 0.3370 0.3630
Demand as Percent of Supply 27% 26% 28% 31% 34% 36%

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 38 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 here.

Are there other demand management practices you will implement to reduce your future supply needs?   Unknown at this time.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   None

How does the water system intend to implement the demand management and supply planning components above?   Increase future line sizes.

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 Asset Inventory and CIP 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:   We are currently in the process of upgrading line sizes on our main distribution feed lines to improve flow to higher elevations. We are also exploring ways to increase the number of highway crossings and river crossings to improve flow and capacity.

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.