Mars Hill

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: Mars Hill   PWSID: 01-58-010
Mailing Address:P.O. Box 368
Mars Hill, NC 28754
Ownership:Municipality
 
Contact Person:Travis ShookTitle:ORC Water Plant
Phone:828-680-2112Cell/Mobile:--
 
Secondary Contact:Jason Riddle Phone:828-206-2370
Mailing Address:
,
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-8 20.00 %
Cast Iron 6 15.00 %
Ductile Iron 6-8 65.00 %
What are the estimated total miles of distribution system lines?   19 Miles
How many feet of distribution lines were replaced during 2002?   11,100 Feet
How many feet of new water mains were added during 2002?   8,000 Feet
How many meters were replaced in 2002?   0
How old are the oldest meters in this system?   15 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?   1.5800 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, 12 Months or more
Does this system have a valve exercise program?   No, None
Does this system have a cross-connection program?   No
Does this system have a program to replace meters?   No
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
French Broad River (05-2)0 %
County(s)% of Service Population
Madison0 %
What was the year-round population served in 2002?   3,050
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 715 0.0970 0 0.0000
Commercial 71 0.0180 0 0.0000
Industrial 2 0.0030 0 0.0000
Institutional 35 0.0650 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0220 MGD

25 of the metered connections for Institutional is Mars Hill College.

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 0.1690 0.0000 May 0.1960 0.0000 Sep 0.1820 0.0000
Feb 0.1690 0.0000 Jun 0.1960 0.0000 Oct 0.1820 0.0000
Mar 0.1870 0.0000 Jul 0.1940 0.0000 Nov 0.1860 0.0000
Apr 0.1870 0.0000 Aug 0.1940 0.0000 Dec 0.1860 0.0000

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
Big Laurel CreekCarter Cove R Carter Cove Reservoir 0.0000 0 0.0000 0.0780 SY20 2.0000
Big Laurel CreekPoplar Cove R Popular Cove Reservoir 0.2270 365 0.3310 0.2780 SY20 10.0000

* 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
Big Laurel CreekCarter Cove R Carter Cove Reservoir 0 Yes French Broad River (05-2) Madison Emergency
Big Laurel CreekPoplar Cove R Popular Cove Reservoir 1 Yes French Broad River (05-2) Madison 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
Mars Hill WTP 0.6000 Yes Yes Big Laurel Creek Reservoirs (2)
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 0.1750 May 0.1450 Sep 0.1540
Feb 0.1680 Jun 0.1310 Oct 0.1670
Mar 0.1790 Jul 0.1330 Nov 0.1790
Apr 0.1420 Aug 0.1260 Dec 0.1530

How many sewer connections does this system have?   558
How many water service connections with septic systems does this system have?   234
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes
Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0057151 0.4250 0.4250 0.1540 0.2300 Gabriels Creek French Broad River (05-2)
NC0083712 0.0000 0.0000 0.0220 0.0310 Lagoon near Big Laurel Creek French Broad River (05-2)
WQ004298 0.0000 0.0000 0.0000 0.0000 Land application French Broad River (05-2)

WQ004298 Land application NC0083712 Lagoon at WTP NC0057151 Mars Hill WWTP.

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 3,050 3,450 3,970 4,570
Seasonal Population 0 0 0 0
 
Residential 0.0970 0.1100 0.1270 0.1460
Commercial 0.0180 0.0200 0.0230 0.0270
Industrial 0.0030 0.0040 0.0040 0.0050
Institutional 0.0650 0.0730 0.0800 0.0920
System Process 0.0220 0.0280 0.0320 0.0360
Unaccounted-for 0.0220 0.0260 0.0300 0.0340
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Ground water well 01-58-010 Ground 0.0000 0 Emergency

Town needs to have a specific plan for obtaining additional water supply for regular use.

Only plan for additional water at this time is to drill a ground water well on town property at the WTP for future emergency supply.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.2780 0.2780 0.2780 0.2780
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) 0.2780 0.2780 0.2780 0.2780
Service Area Demand 0.2270 0.2610 0.2960 0.3400
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.2270 0.2610 0.2960 0.3400
Demand as Percent of Supply 82% 94% 106% 122%

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 32 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?   

Town needs to have a specific plan for obtaining additional water supply for regular use.

Only plan for additional water at this time is to drill a ground water well on town property at the WTP for future emergency supply.

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 master plan by McGill Associates.

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:   Town needs to have a specific plan for obtaining additional water supply for regular use.

Only plan for additional water at this time is to drill a ground water well on town property at the WTP for future emergency supply.

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.