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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: |
Fontana Dam |
|
PWSID: |
01-38-101 |
| Mailing Address: | PO Box 128 Fontana Dam, NC 28733 | Ownership: | Municipality |
| |
| Contact Person: | Carrie Stewart | Title: | WTP ORC |
| Phone: | 828-498-2271 | Cell/Mobile: | 828-735-3574 |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Ductile Iron |
4-6 |
60.00 % |
| Galvanized Iron |
.5-2 |
25.00 % |
| Polyvinyl Chloride |
.5-1 |
15.00 % |
Programs
Water Conservation
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Little Tennessee River (07-1) | 100 % |
|
| County(s) | % of Service Population |
| Graham | 100 % |
|
Water Use by Type
| Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
| Residential |
0 |
0.0000 |
25 |
0.0025 |
| Commercial |
0 |
0.0000 |
252 |
0.0378 |
| Industrial |
0 |
0.0000 |
0 |
0.0000 |
| Institutional |
0 |
0.0000 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0150 MGD
We are unmetered so we estimate the use based on 100 gpd residential connection and 150 gpd commercial connection. (commercial connection is seasonal).
While our 2025 LWSP shows us at 76% water loss, we have been able to locate and repair some significant leaks. From January 2025 through May 2025 our average daily use was 0.306 MGD. From June 2025 through December 2025 our average daily use was 0.181 MGD. So far in 2026 our average is 0.167 MGD. We have utilized NCRWA in locating leaks but we are still an aging system with limited resources. Last year the mayor resigned along with the administrator and most of the council that left us without a quorum. That put us having to start the process over with the grant we previously were awarded. Our current mayor is working on applying for more grants that will help us replace our existing distribution system along with metering for our system. Our system basically has one customer, Fontana Village Resort and Marina. The year-round residents live in employee housing (cabins on resort property) so there are no private connections. We are hopeful we will receive some monies that can resolve the high unaccounted-for water and no meters in the system.
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 |
0.3050 |
0.4390 |
May |
0.3010 |
0.3630 |
Sep |
0.1780 |
0.2570 |
| Feb |
0.3180 |
0.4180 |
Jun |
0.1970 |
0.2360 |
Oct |
0.1760 |
0.1970 |
| Mar |
0.3000 |
0.3990 |
Jul |
0.1950 |
0.2280 |
Nov |
0.1640 |
0.2330 |
| Apr |
0.3070 |
0.3910 |
Aug |
0.1900 |
0.2180 |
Dec |
0.1720 |
0.3060 |

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 |
| Fontana Lake |
Fontana Lake |
0.2340 |
365 |
0.4390 |
0.5000 |
SY50 |
183.0000 |
* 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 |
| Fontana Lake |
Fontana Lake |
960 |
No |
Little Tennessee River (07-1) |
Graham |
|
Regular |
Water Treatment Plants
| Plant Name |
Permitted Capacity (MGD) |
Is Raw Water Metered? |
Is Finished Water Ouput Metered? |
Source |
| Fontana Dam WTP |
0.5000 |
Yes |
Yes |
Fontana Lake |
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
| Jan |
0.1200 |
May |
0.1660 |
Sep |
0.0840 |
| Feb |
0.1840 |
Jun |
0.1340 |
Oct |
0.0910 |
| Mar |
0.1270 |
Jul |
0.1330 |
Nov |
0.0900 |
| Apr |
0.1600 |
Aug |
0.1160 |
Dec |
0.0900 |

Wastewater Permits
| Permit Number |
Type |
Permitted Capacity (MGD) |
Design Capacity (MGD) |
Average Annual Daily Discharge (MGD) |
Maximum Day Discharge (MGD) |
Receiving Stream |
Receiving Basin |
| NC0023086 |
WWTP |
0.3000 |
0.3000 |
0.1250 |
0.2950 |
Little Tennessee River |
Little Tennessee River (07-1) |
5. Planning
Projections
| |
2025 |
2030 |
2040 |
2050 |
2060 |
2070 |
| Year-Round Population |
25 |
25 |
25 |
25 |
25 |
25 |
| Seasonal Population |
700 |
700 |
700 |
700 |
700 |
700 |
| |
| Residential |
0.0025 |
0.0025 |
0.0025 |
0.0025 |
0.0025 |
0.0025 |
| Commercial |
0.0378 |
0.0378 |
0.0378 |
0.0378 |
0.0378 |
0.0378 |
| Industrial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Institutional |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| System Process |
0.0150 |
0.0125 |
0.0125 |
0.0125 |
0.0125 |
0.0125 |
| Unaccounted-for |
0.1787 |
0.1706 |
0.1706 |
0.1706 |
0.1706 |
0.1706 |
Demand v/s Percent of Supply
| |
2025 |
2030 |
2040 |
2050 |
2060 |
2070 |
| Surface Water Supply |
0.5000 |
0.5000 |
0.5000 |
0.5000 |
0.5000 |
0.5000 |
| 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 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Total Available Supply (MGD) |
0.5000 |
0.5000 |
0.5000 |
0.5000 |
0.5000 |
0.5000 |
| Service Area Demand |
0.2340 |
0.2234 |
0.2234 |
0.2234 |
0.2234 |
0.2234 |
| 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) |
0.2340 |
0.2234 |
0.2234 |
0.2234 |
0.2234 |
0.2234 |
| Demand as Percent of Supply |
47% |
45% |
45% |
45% |
45% |
45% |

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 100 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.
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