Fairfield Harbour

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 Harbour   PWSID: 04-25-132
Mailing Address:PO Box 240908
Charlotte, NC 28224
Ownership:Business
 
Contact Person:Jill StricklerTitle:Water Resources Specialist
Phone:919-723-6845Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 10 1.00 %
Polyvinyl Chloride 2-10 99.00 %
What are the estimated total miles of distribution system lines?   30 Miles
How many feet of distribution lines were replaced during 2025?   100 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   1,921
How old are the oldest meters in this system?   47 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   43
What is this system's finished water storage capacity?   0.5100 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, Quarterly
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?   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?   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
Neuse River (10-1)100 %
County(s)% of Service Population
Craven100 %
What was the year-round population served in 2025?   5,170
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 2,162 0.2247 0 0.0000
Commercial 41 0.0043 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.)?   0.0944 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 0.3655 0.4779 May 0.4182 0.5836 Sep 0.4093 0.6329
Feb 0.3305 0.4085 Jun 0.4065 0.4133 Oct 0.4365 0.5474
Mar 0.3534 0.4480 Jul 0.4180 0.5961 Nov 0.3869 0.4924
Apr 0.4306 0.9874 Aug 0.3912 0.7115 Dec 0.3251 0.4159

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
1 0.1391 342 0.7065 0.2880 CUA0 Regular
2 0.0988 298 0.3988 0.2952 CUA0 Regular
3 0.1815 359 0.9874 0.4392 CUA0 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
1 107 90 105 8 105 Yes
2 115 85 110 10 110 Yes
3 131 86 126 10 126 Yes
Are ground water levels monitored?   Yes, Monthly
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 0.3367 May 0.3367 Sep 0.2337
Feb 0.3367 Jun 0.3367 Oct 0.2598
Mar 0.4340 Jul 0.3077 Nov 0.2372
Apr 0.3367 Aug 0.3031 Dec 0.2527

How many sewer connections does this system have?   2,178
How many water service connections with septic systems does this system have?   3
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0033111 WWTP 0.6000 0.6000 0.3093 0.9967 Neuse River Neuse River (10-1)

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 5,170 5,273 5,378 5,594 5,594 5,594
Seasonal Population 0 0 0 0 0 0
 
Residential 0.2247 0.2292 0.2338 0.2385 0.2385 0.2385
Commercial 0.0043 0.0043 0.0043 0.0046 0.0046 0.0046
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 0.0944 0.0944 0.0944 0.0944 0.0944 0.0944
Unaccounted-for 0.0661 0.0670 0.0680 0.0690 0.0690 0.0690
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 1.0500 1.0500 1.0500 1.0500 1.0500 1.0500
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) 1.0500 1.0500 1.0500 1.0500 1.0500 1.0500
Service Area Demand 0.3895 0.3949 0.4005 0.4065 0.4065 0.4065
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) 0.3895 0.3949 0.4005 0.4065 0.4065 0.4065
Demand as Percent of Supply 37% 38% 38% 39% 39% 39%

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 43 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.    We conduct annual AWWA Audits. Both our annual Consumer Confidence Reports and our website promote water conservation. We've also established a Water Efficiency Rebate Program for water conservation.

Are there other demand management practices you will implement to reduce your future supply needs?   The installation of more efficient home appliances and an increased water conservation awareness should result in a reduction of per capita usage.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   We could seek to optimize the production of our three high yielding wells.

How does the water system intend to implement the demand management and supply planning components above?   We would pursue engineering design and state approvals as needed.

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.