Broad River Water Authority

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: Broad River Water Authority   PWSID: 01-81-035
Mailing Address:PO Box 1269
Rutherfordton, NC 28139
Ownership:Authority
 
Contact Person:Maria HunnicuttTitle:Executive Director
Phone:828-286-0640Cell/Mobile:828-429-8633
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Cast Iron 2-16 18.90 %
Ductile Iron 4-24 54.30 %
Galvanized Iron 1-6 4.10 %
Polyvinyl Chloride 1-12 22.70 %
What are the estimated total miles of distribution system lines?   264 Miles
How many feet of distribution lines were replaced during 2025?   3,340 Feet
How many feet of new water mains were added during 2025?   7,015 Feet
How many meters were replaced in 2025?   64
How old are the oldest meters in this system?   17 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   40
What is this system's finished water storage capacity?   6.7500 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.   No

Note: 2,453 registers were replaced on meters. New registers have a 10-year warranty on battery life.

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?   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?   Yes
Does this system have a leak detection program?   Yes
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

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Broad River (01-1)100 %
County(s)% of Service Population
Rutherford100 %
What was the year-round population served in 2025?   17,170
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 6,868 0.7860 0 0.0000
Commercial 509 0.1860 0 0.0000
Industrial 16 0.2000 0 0.0000
Institutional 141 0.0960 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.1130 MGD

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
Cleveland County Sanitary District 01-23-055 0.0000 0 0.0000 Yes Yes 6 Emergency
Grassy Pond WC in South Carolina 11-20-002 1.2140 340 2.1600 2039 Yes Yes 12 Regular
Polk County Water System 10-75-010 4.2050 365 6.1000 2029 Yes Yes 20 Regular
Town of Forest City 01-81-010 0.0000 0 4.5000 2027 Yes Yes 12 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 6.7440 8.3730 May 6.6970 7.8180 Sep 7.1720 8.8790
Feb 6.5520 8.0520 Jun 7.1100 8.4100 Oct 6.8190 8.8500
Mar 6.4860 8.0420 Jul 7.7570 9.0450 Nov 6.7320 8.4430
Apr 6.2460 8.3250 Aug 7.1720 8.6330 Dec 6.8030 9.0070

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
Broad River 6.8580 365 9.0450 13.0000 F 0.0000

* 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
Broad River 255 Yes Broad River (01-1) Rutherford Regular
What is this system's off-stream raw water supply storage capacity?   0 Million gallons
Are surface water sources monitored?   Yes, Daily
Are you required to maintain minimum flows downstream of its intake or dam?   No
Does this system anticipate transferring surface water between river basins?   No
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 Forest City 01-81-010 0.0000 0 3.4000 2027 Yes Yes 12 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Broad River Water Plant 12.0000 Yes Yes Broad River
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2025?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2025?  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 0.0000 May 0.0000 Sep 0.0000
Feb 0.0000 Jun 0.0000 Oct 0.0000
Mar 0.0000 Jul 0.0000 Nov 0.0000
Apr 0.0000 Aug 0.0000 Dec 0.0000

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   3,400
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 17,170 18,726 22,273 26,493 31,512 37,482
Seasonal Population 0 0 0 0 0 0
 
Residential 0.7860 0.9000 1.0980 1.3390 1.6330 1.9920
Commercial 0.1860 0.2260 0.2630 0.3050 0.3540 0.4120
Industrial 0.2000 0.2240 0.2450 0.2660 0.2880 0.3110
Institutional 0.0960 0.1270 0.1280 0.1280 0.1280 0.1100
System Process 0.1130 0.1240 0.1450 0.1680 0.1740 0.1820
Unaccounted-for 0.1412 0.1626 0.1888 0.2199 0.2572 0.3004
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Broad River 01-81-035 Surface 1.1000 2028 Regular

bidding project in May/ June 2026 to increase hydraulic capacity at existing WTP to 13.1 MGD which equals the withdraw allowance

Demand v/s Percent of Supply
  2025 2030 2040 2050 2060 2070
Surface Water Supply 13.0000 13.0000 13.0000 13.0000 13.0000 13.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 1.1000 1.1000 1.1000 1.1000 1.1000
Total Available Supply (MGD) 13.0000 14.1000 14.1000 14.1000 14.1000 14.1000
Service Area Demand 1.5222 1.7636 2.0678 2.4259 2.8342 3.3074
Sales 5.3358 8.2600 8.2600 8.2600 8.2600 8.2600
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 6.8580 10.0236 10.3278 10.6859 11.0942 11.5674
Demand as Percent of Supply 53% 71% 73% 76% 79% 82%

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 46 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

Are there other demand management practices you will implement to reduce your future supply needs?   Our demand as a percent of supply appears high due to the model utilizing the maximum contractual amount in our sales agreements. Our projections for actual sales through contracts will remain similar to current sales for the foreseeable future with growth being between 1-3%. Another consideration is our sales to Polk County (then to Inman Campobello Water District) could decrease given that ICWD is currently building their own WTP on the N Pacolet River.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   BRWA along with Polk County and Inman Campobello Water District are currently working with an engineering firm to locate suitable property in Rutherford and/or Polk County along the Green River for a future potential raw water intake. Plans are to jointly purchase property over the next 5 years.

How does the water system intend to implement the demand management and supply planning components above?   Master Plan completed in 2023 evaluated major projects included in our CIP which were determined by our Asset Management Plan. Engineering Design is complete for WTP and Poors Ford pump station for upgrades to achieve firm capacity/ redundancy at 12 MGD and increased capacity to full withdraw of 13.1 MGD. Project will bid Spring 2026. Funding application submitted for SRF program. If not funded, BRWA would borrow funds either public or private placement.

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:   BRWA has no identified deficiencies or needed improvements at this time outside of projects already underway.

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.