Waynesville

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: Waynesville   PWSID: 01-44-010
Mailing Address:PO Box 100
Waynesville, NC 28786		Ownership:Municipality
 
Contact Person:Wayne BolinTitle:Water & Sewer Supt.
Phone:828-400-5591Cell/Mobile:--
 
Secondary Contact:Preston Gregg Phone:828-400-9353
Mailing Address:PO Box 100
Canton, NC 28716		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 0.10 %
Cast Iron 4-16 40.00 %
Ductile Iron 4-24 25.00 %
Galvanized Iron 2 25.00 %
Polyvinyl Chloride 2-12 9.90 %
What are the estimated total miles of distribution system lines?   96 Miles
How many feet of distribution lines were replaced during 2002?   13,000 Feet
How many feet of new water mains were added during 2002?   3,000 Feet
How many meters were replaced in 2002?   250
How old are the oldest meters in this system?   25 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   75
What is this system's finished water storage capacity?   5.7780 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, Once a Month
Does this system have a valve exercise program?   No, None
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?   Flat
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?   14,512
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 6,410 1.2600 40 0.0080
Commercial 0 0.0000 0 0.0000
Industrial 3 0.1910 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.1200 MGD

Need to work to identify and reduce amount of unaccount-for water use.which exceeded 30% in 2002.

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
Junaluska Sanitary District 01-44-035 0.4820 365 0.0000 2-4" Regular
Lake Junaluska Assembly (SEJAC 01-44-107 0.1740 365 0.0000 2-6" Regular
Maggie Valley Sanitary Distric 01-44-040 0.0050 365 0.1600 6x2 Regular

Water sales contracts with Junaluska SD and Maggie Valley SD that expire in 1999 and 2015 respectively are assumed to be renewed and continue.

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 3.6290 4.0900 May 3.6320 4.1040 Sep 3.4900 4.0590
Feb 3.5620 3.9590 Jun 3.8640 4.7220 Oct 3.4120 3.9810
Mar 3.4770 3.9300 Jul 3.8070 4.9800 Nov 3.1690 3.7710
Apr 3.4340 4.0000 Aug 3.7540 4.0970 Dec 3.1920 3.7810

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
Allens Creek Waynesville 3.6540 365 4.9800 12.8000 SY20 860.0000

* 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
Allens Creek Waynesville 13 Yes Pigeon River (05-3) Haywood Regular
What is this system's off-stream raw water supply storage capacity?   0 Million gallons
Are surface water sources monitored?   ,
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
Waynesville 8.0000 Yes Yes Allens Creek / Waynesville Reservoir
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2002?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2002?  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 4.0600 May 3.4900 Sep 3.1700
Feb 3.2900 Jun 3.0100 Oct 3.1000
Mar 3.4500 Jul 2.9200 Nov 3.8300
Apr 3.4800 Aug 2.8100 Dec 4.3600

How many sewer connections does this system have?   4,950
How many water service connections with septic systems does this system have?   1,500
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
NC 0025321 6.0000 6.0000 3.4100 7.2000 Pigeon River Pigeon River (05-3)
NC 0049409 0.0000 0.0000 0.0760 0.2650 Allens Creek Pigeon River (05-3)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Junaluska SD and Clyde (01-44-025) 01-44-035 Receiving 0.3690 365 0.0000
Lake Junaluska Assembly 01-44-107 Receiving 0.1740 365 0.0000

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 14,512 14,100 15,600 16,800
Seasonal Population 0 0 0 0
 
Residential 1.2680 1.6200 1.8000 1.9400
Commercial 0.0000 0.0000 0.0000 0.0000
Industrial 0.1910 0.2650 0.2800 0.3000
Institutional 0.0000 0.0000 0.0000 0.0000
System Process 0.1200 0.1350 0.1500 0.1600
Unaccounted-for 1.4140 1.2500 1.2000 1.5000

Need to work to identify and reduce amount of unaccount-for water use.which exceeded 30% in 2002.

Future Water Sales
Purchaser PWSID Contract Pipe Size(s) (Inches) Use Type
MGD Year Begin Year End
Haywood County planned system 01-44-999 0.0800 Regular
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 12.8000 12.8000 12.8000 12.8000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 12.8000 12.8000 12.8000 12.8000
Service Area Demand 2.9930 3.2700 3.4300 3.9000
Sales 0.6610 0.8160 0.8160 0.8160
Future Sales 0.0800 0.0800 0.0800
Total Demand (MGD) 3.6540 4.1660 4.3260 4.7960
Demand as Percent of Supply 29% 33% 34% 37%

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 87 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?  Yes

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:   Lab and office space expansion at WTP, $15,000 in current FY 04 budget for design. Construction in FY 05. Replace Reservoir Drive 1 MG tank with new 2MG at slightly higher elevation. Site acquistion and design funded in current budget. Construction to be financed post 2004. Water line replacements, annual budget has increased to $85,000 for FY 04. Needs exceed $100,000 annually.

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.