Foxfire Village

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

Incomplete

Water System Name: Foxfire Village   PWSID: 03-63-479
Mailing Address:One Town Hall Drive
Foxfire Village, NC 27281		Ownership:Municipality
 
Contact Person:Jesse SouthardTitle:Distribution ORC
Phone:910-870-8274Cell/Mobile:910-870-8274
 
Secondary Contact:David Mckew Phone:910-295-5107
Mailing Address:One Town Hall Drive
Foxfire Village, NC 27281		Cell/Mobile:336-403-7086
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Cast Iron 12" 0.86 %
Polyvinyl Chloride 2"-12 99.00 %
What are the estimated total miles of distribution system lines?   11 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   0 Feet
How many meters were replaced in 2002?   8
How old are the oldest meters in this system?   22 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   0
What is this system's finished water storage capacity?   0.2000 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, 2-6 Months
Does this system have a valve exercise program?   No, None
Does this system have a cross-connection program?   No
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?   No
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   Increasing
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
Lumber River (09-1)0 %
County(s)% of Service Population
Moore0 %
What was the year-round population served in 2002?   474
Has this system acquired another system since last report?   
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 336 0.0430 0 0.0000
Commercial 13 0.0020 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 3 0.0010 2 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0000 MGD

Fire Department checks hydrants periodically and water during test is not measured. Flushing blow offs in cul-de-sacs done when reading meters.

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 0.0390 0.0580 May 0.0700 0.0870 Sep 0.0450 0.0550
Feb 0.0380 0.0440 Jun 0.0740 0.0880 Oct 0.0430 0.0570
Mar 0.0450 0.0490 Jul 0.0640 0.0890 Nov 0.0400 0.0710
Apr 0.0600 0.0770 Aug 0.0560 0.0930 Dec 0.0370 0.0420

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 Hoffman SH-1 0.0100 357 0.030 0.0210 Regular
2 South Hoffman SH-2 0.0110 352 0.023 0.0190 Regular
3 Richmond Rd. RR-1 0.0120 363 0.033 0.0160 Regular
4 Tennis Courts TC-3 0.0060 147 0.015 0.0140 Regular
5 Bluebird Lane TO-1 0.0110 365 0.023 0.0240 Regular
6 Eagle Drive EA-6 0.0070 352 0.015 0.0220 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 Hoffman SH-1 145 77 77 92 6 0 Yes
2 South Hoffman SH-2 100 80 80 85 6 0 Yes
3 Richmond Rd. RR-1 125 95 95 114 6 0 Yes
4 Tennis Courts TC-3 100 0 0 0 6 0 Yes
5 Bluebird Lane TO-1 120 85 85 118 6 116 Yes
6 Eagle Drive EA-6 135 135 105 115 6 134 Yes
Are ground water levels monitored?   Yes, Weekly
Does this system have a wellhead protection program?   Yes

Drilled a 600 foot deep test well early 2003. Test well drilled 15ft. from well #6 - NO water.

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?   350
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 474 524 574 624
Seasonal Population 0 0 0 0
 
Residential 0.0430 0.0490 0.0500 0.0570
Commercial 0.0020 0.0020 0.0020 0.0020
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0010 0.0010 0.0010 0.0010
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0065 0.0060 0.0060 0.0060
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Foxfire VIllage Water System 03-63-479 Ground 0.0000 Regular

Investigating new well sites. Drilled a 600 ft. deep well in 2003 - NO water.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.1160 0.1160 0.1160 0.1160
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.1160 0.1160 0.1160 0.1160
Service Area Demand 0.0525 0.0580 0.0590 0.0660
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0525 0.0580 0.0590 0.0660
Demand as Percent of Supply 45% 50% 51% 57%

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 91 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?   

Developing new wells & Running present wells 12 hrs.

If we find a new producing well it may go on line when finished or held in reserve until really needed.

Additional Information

Has this system participated in regional water supply or water use planning?  Yes

What major water supply reports or studies were used for planning?  Various local, state and the USDA representatives

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:   Presently we are looking at another well site which would enable us to reduce pumpage on all wells therfore extending each wells life for increased growth. Mechanized treatment at the wells will have to be addressed.

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.