Fairfield Sapphire

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: Fairfield Sapphire   PWSID: 01-50-113
Mailing Address:P.O. Box 240908
Charlotte, NC 28224		Ownership:Business
 
Contact Person:Harshna PatelTitle:Water Quality Coordinator
Phone:704-608-4974Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 2-12 19.74 %
Other 1.5-2 0.14 %
Polyvinyl Chloride 2-12 80.12 %
What are the estimated total miles of distribution system lines?   67 Miles
How many feet of distribution lines were replaced during 2025?   570 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   37
How old are the oldest meters in this system?   10 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   18
What is this system's finished water storage capacity?   0.7365 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, Annually
Does this system have a cross-connection program?   Yes
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?   Yes
Does this system have a leak detection program?   Yes
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

There are no water systems nearby to establish an interconnect.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Savannah River (08-1)100 %
County(s)% of Service Population
Jackson90 %
Transylvania10 %
What was the year-round population served in 2025?   3,873
Has this system acquired another system since last report?   No

Population is based on the water connections (less irrigation) multiplied by 2.16, the average persons per household in Jackson County, NC per the
US Census Bureau for 2020-2024.
Approximately 50% of the residents live in the area year round. Peak months being holiday times and during summer months. However, because all
customers are charged at least a base charge each month of the year, it is difficult to calculate a seasonal population.

Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 1,755 0.1347 0 0.0000
Commercial 57 0.0286 0 0.0000
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.)?   0.0553 MGD

In response to unaccounted-for-water (UFW) levels for Fairfield Sapphire, we are actively working to reduce the water loss. Our action items are outlined below, and we will provide updates on the progress as items are addressed.

2026 Actions Planned:

Replacing approximately 700 linear feet of water main on Buckberry Drive. This is an area in which frequent leaks have occurred in the past.
Schedule McKim and Creed for further leak detection services. Work is expected to begin on May 4th.
Plans to replace source meters.


We have previously taken the steps listed below to address water loss. However, the system's elevated location and vast layout make it difficult to pinpoint and resolve issues immediately.

2014: Performed helium leak detection for the entire water system. A few small leaks were identified and repaired.
2016: Replaced all river crossings with HDPE and new valves
2016: Replaced meters in the entire system with Sensus AMR meters
2019 – 2025: Utilized McKim and Creed for leak detection services encompassing 16 miles of main. These efforts identified 6 leaks resulting in a loss of 107 gpm, all of which were repaired.

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 0.3702 0.5458 May 0.3390 0.4823 Sep 0.4330 0.5548
Feb 0.3680 0.5085 Jun 0.4039 0.5584 Oct 0.4170 0.5947
Mar 0.3648 0.5012 Jul 0.4444 0.5294 Nov 0.3185 0.5217
Apr 0.3539 0.5875 Aug 0.4928 0.8335 Dec 0.3051 0.5939

Ground Water Sources
Name or Number Average Daily Withdrawal (MGD) Max Day Withdrawal (MGD) 12-Hour Supply
(MGD)		 CUA Reduction Year Offline Use Type
MGD Days Used
Well #1 0.0483 365 0.1508 0.0400 Regular
Well #10 0.0168 281 0.0340 0.0250 Regular
Well #12 0.0604 359 0.1193 0.0580 Regular
Well #2 0.0653 364 0.1299 0.0920 Regular
Well #3 0.0491 364 0.1426 0.0610 Regular
Well #4 0.0499 361 0.1384 0.0650 Regular
Well #5 0.0000 0 0 0.0490 Regular
Well #6 0.0000 0 0 0.0430 Regular
Well #7 0.0450 365 0.1365 0.0480 Regular
Well #8 0.0669 297 0.1484 0.1220 Regular
Well #9 0.0438 8 0.1484 0.0500 Regular
Ground Water Sources (continued)
Name or Number Well Depth (Feet) Casing Depth
(Feet)		 Screen Depth (Feet) Well Diameter (Inches) Pump Intake Depth (Feet) Metered?
Top Bottom
Well #1 Yes
Well #10 900 56 6 537 Yes
Well #12 750 68 8 357 Yes
Well #2 Yes
Well #3 Yes
Well #4 Yes
Well #5 Yes
Well #6 Yes
Well #7 Yes
Well #8 585 50 384 Yes
Well #9 505 441 Yes
Are ground water levels monitored?   Yes, As Needed
Does this system have a wellhead protection program?   Yes

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0905 May 0.1031 Sep 0.0989
Feb 0.0818 Jun 0.1091 Oct 0.1049
Mar 0.0753 Jul 0.1305 Nov 0.0808
Apr 0.0894 Aug 0.1373 Dec 0.0762

How many sewer connections does this system have?   811
How many water service connections with septic systems does this system have?   982
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

We plan to expand the wastewater treatment plant to the permitted capacity of 0.80 mgd when needed for system expansion.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
NC0022985 WWTP 0.8000 0.3000 0.0981 0.3990 Trays Island Creek Savannah River (08-1)

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 3,873 3,883 3,894 3,904 3,914 3,925
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1347 0.1350 0.1354 0.1357 0.1361 0.1364
Commercial 0.0286 0.0288 0.0290 0.0292 0.0294 0.0297
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 0.0553 0.0553 0.0553 0.0553 0.0553 0.0553
Unaccounted-for 0.1659 0.1663 0.1668 0.1672 0.1677 0.1681
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 0.6530 0.6530 0.6530 0.6530 0.6530 0.6530
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) 0.6530 0.6530 0.6530 0.6530 0.6530 0.6530
Service Area Demand 0.3845 0.3854 0.3865 0.3874 0.3885 0.3895
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) 0.3845 0.3854 0.3865 0.3874 0.3885 0.3895
Demand as Percent of Supply 59% 59% 59% 59% 59% 60%

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 35 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?   We continue to use the annual Consumer Confidence Report and our website to promote water conservation and Water Efficiency Rebate Program. AMR meters installed helps in troubleshooting non-revenue issues. We will do leak studies as needed to help with unaccounted water.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   Well 13, 68 GPM is available for use. We will evaluate current and historical water usage patterns and seek future well sites to develop for demand increase in the system.

How does the water system intend to implement the demand management and supply planning components above?   We would pursue engineering design and state approval for any changes to our water 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?  

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.