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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 Hunnicutt | Title: | Executive Director |
| Phone: | 828-286-0640 | Cell/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 % |
Note: 2,453 registers were replaced on meters. New registers have a 10-year warranty on battery life. Programs
Water Conservation
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Broad River (01-1) | 100 % |
|
| County(s) | % of Service Population |
| Rutherford | 100 % |
|
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 |
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 |
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 |

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.
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