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
Provisional
Water System Name: |
Foxfire Village |
|
PWSID: |
03-63-479 |
Mailing Address: | One Town Hall Drive Foxfire Village, NC 27281 | Ownership: | Municipality |
|
Contact Person: | Jesse Southard | Title: | Distribution ORC |
Phone: | 910-870-8274 | Cell/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 |
8 - 2 |
99.14 % |
Programs
Water Conservation
The last review for interconnection with Moore County was completed in 2013. We plan to reevaluate the connection in the near future.
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Lumber River (09-1) | 100 % |
|
County(s) | % of Service Population |
Moore | 100 % |
|
Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
764 |
0.1090 |
0 |
0.0000 |
Commercial |
2 |
0.0000 |
0 |
0.0000 |
Industrial |
0 |
0.0000 |
0 |
0.0000 |
Institutional |
3 |
0.0007 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0010 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 |
0.0948 |
0.1185 |
May |
0.1362 |
0.1762 |
Sep |
0.1073 |
0.1452 |
Feb |
0.0796 |
0.0995 |
Jun |
0.1842 |
0.2439 |
Oct |
0.1334 |
0.1495 |
Mar |
0.0908 |
0.1135 |
Jul |
0.1162 |
0.1649 |
Nov |
0.0992 |
0.1001 |
Apr |
0.1166 |
0.1457 |
Aug |
0.1183 |
0.1593 |
Dec |
0.0920 |
0.1015 |

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 10 |
0.0214 |
365 |
|
0.0385 |
|
|
Regular |
Well 11 |
0.0262 |
365 |
|
0.0385 |
|
|
Regular |
Well 4 (Hoffman SH-1) |
0.0198 |
365 |
|
0.0216 |
|
|
Regular |
Well 5 (Richmond Rd. RR-4) |
0.0159 |
365 |
|
0.0302 |
|
|
Regular |
Well 6 (Tennis Courts TC-3) |
0.0000 |
0 |
|
0.0130 |
|
2008 |
Emergency |
Well 7 (South Hoffman SH-2) |
0.0203 |
365 |
|
0.0280 |
|
|
Regular |
Well 8 (Bluebird Lane TO-1) |
0.0121 |
365 |
|
0.0187 |
|
|
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 10 |
78 |
66 |
66 |
76 |
8 |
76 |
Yes |
Well 11 |
93 |
93 |
74 |
91 |
8 |
87 |
Yes |
Well 4 (Hoffman SH-1) |
145 |
77 |
77 |
92 |
6 |
82 |
Yes |
Well 5 (Richmond Rd. RR-4) |
125 |
95 |
95 |
114 |
6 |
110 |
Yes |
Well 6 (Tennis Courts TC-3) |
100 |
0 |
0 |
0 |
6 |
96 |
Yes |
Well 7 (South Hoffman SH-2) |
100 |
80 |
80 |
85 |
6 |
83 |
Yes |
Well 8 (Bluebird Lane TO-1) |
120 |
85 |
85 |
118 |
6 |
110 |
Yes |
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
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
1,384 |
1,703 |
2,072 |
2,441 |
2,884 |
3,188 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.1090 |
0.1226 |
0.1492 |
0.1757 |
0.2076 |
0.2295 |
Commercial |
0.0000 |
0.0012 |
0.0030 |
0.0040 |
0.0050 |
0.0060 |
Industrial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Institutional |
0.0007 |
0.0008 |
0.0009 |
0.0010 |
0.0015 |
0.0020 |
System Process |
0.0010 |
0.0015 |
0.0020 |
0.0020 |
0.0020 |
0.0020 |
Unaccounted-for |
0.0047 |
0.0015 |
0.0020 |
0.0025 |
0.0030 |
0.0040 |
Future Supply Sources
Source Name |
PWSID |
Source Type |
Additional Supply |
Year Online |
Year Offline |
Type |
Foxfire Village |
03-63-479 |
Ground |
0.0240 |
2025 |
|
Regular |
New well to be constructed in 2025 Demand v/s Percent of Supply
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Surface Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Ground Water Supply |
0.1755 |
0.1755 |
0.1755 |
0.1755 |
0.1755 |
0.1755 |
Purchases |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Future Supplies |
0.0240 |
0.0240 |
0.0240 |
0.0240 |
0.0240 |
Total Available Supply (MGD) |
0.1755 |
0.1995 |
0.1995 |
0.1995 |
0.1995 |
0.1995 |
Service Area Demand |
0.1154 |
0.1276 |
0.1571 |
0.1852 |
0.2191 |
0.2435 |
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) |
0.1154 |
0.1276 |
0.1571 |
0.1852 |
0.2191 |
0.2435 |
Demand as Percent of Supply |
66% |
64% |
79% |
93% |
110% |
122% |

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 79 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.
Water Conservation tips including water use, and low water need landscape plans are posted on the village website.
Are there other demand management practices you will implement to reduce your future supply needs? During peak seasonal demand voluntary and mandatory water restrictions are put in place.
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? A new well will be constructed in 2025. An additional supply well on the same property will then be investigated to determine feasibility.
How does the water system intend to implement the demand management and supply planning components above? We have increased water rates to help with funding for new production projects. We are also in talks with engineers and well drillers in the area to advise on best practices.
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.
|