Rutherford College

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: Rutherford College   PWSID: 01-12-055
Mailing Address:P.O. Box 406
Rutherford College, NC 28671		Ownership:Municipality
 
Contact Person:John LegerTitle:public works director
Phone:828-391-4757Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 23.38 %
Asbestos Cement 8 4.32 %
Galvanized Iron 2 3.50 %
Polyvinyl Chloride 6 34.67 %
Polyvinyl Chloride 2 30.49 %
Polyvinyl Chloride 8 3.64 %
What are the estimated total miles of distribution system lines?   25 Miles
How many feet of distribution lines were replaced during 2025?   1,305 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   28
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?   17
What is this system's finished water storage capacity?   0.0000 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, Annually
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?   No
Water Conservation
What type of rate structure is used?   Uniform
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
Catawba River (03-1)100 %
County(s)% of Service Population
Burke100 %
What was the year-round population served in 2025?   2,095
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 787 0.0780 0 0.0000
Commercial 57 0.0088 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 3 0.0183 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0116 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 0.1530 May 0.1400 Sep 0.1450
Feb 0.1840 Jun 0.1550 Oct 0.1570
Mar 0.1390 Jul 0.1410 Nov 0.1450
Apr 0.1460 Aug 0.1470 Dec 0.1300

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
Town of Valdese 01-12-010 0.1486 365 0.2330 2026 Yes Yes 12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0900 May 0.1050 Sep 0.1160
Feb 0.0970 Jun 0.1210 Oct 0.1030
Mar 0.0950 Jul 0.1060 Nov 0.1020
Apr 0.1080 Aug 0.1160 Dec 0.0930

How many sewer connections does this system have?   693
How many water service connections with septic systems does this system have?   148
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Burke County 01-12-065 Discharging 0.0880 365 0.2000
Town of Valdese 01-12-010 Discharging 0.0160 365 0.2000

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 2,095 2,106 2,225 2,350 2,482 2,622
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0780 0.0825 0.0875 0.0915 0.0955 0.0995
Commercial 0.0088 0.0117 0.0127 0.0137 0.0147 0.0157
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0183 0.0226 0.0228 0.0230 0.0232 0.0234
System Process 0.0116 0.0110 0.0110 0.0110 0.0110 0.0110
Unaccounted-for 0.0319 0.0145 0.0151 0.0157 0.0163 0.0169
Demand v/s Percent of Supply
  2025 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 0.2330 0.2330 0.2330 0.2330 0.2330 0.2330
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.2330 0.2330 0.2330 0.2330 0.2330 0.2330
Service Area Demand 0.1486 0.1423 0.1491 0.1549 0.1607 0.1665
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) 0.1486 0.1423 0.1491 0.1549 0.1607 0.1665
Demand as Percent of Supply 64% 61% 64% 66% 69% 71%

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 37 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?  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.