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: |
Brunswick, Town of |
|
PWSID: |
04-24-040 |
Mailing Address: | PO Box 68 Brunswick, NC 28424 | Ownership: | Municipality |
|
Contact Person: | Nancy Livingston | Title: | Town Clerk / Finance Officer |
Phone: | 910-642-6741 | Cell/Mobile: | -- |
|
Secondary Contact: | John Malone | | Phone: | 336-780-0786 |
Mailing Address: | , NC | Cell/Mobile: | 336-780-0786 |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Polyvinyl Chloride |
4-6 |
100.00 % |
Programs
Visual during daily system operation for leak detection. Water Conservation
System has an interconnection for emergency use with City of Whiteville.
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Waccamaw River (09-3) | 100 % |
|
County(s) | % of Service Population |
Columbus | 100 % |
|
The system boundary map includes both the Brunswick System Boundary and the Dutchess Forest SD Boundary. The systems are combined for Local Water Supply Planning Purposes. Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
200 |
0.0259 |
0 |
0.0000 |
Commercial |
23 |
0.0024 |
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.)? 0.0010 MGD
System process water is estimated.
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 |
0.0327 |
|
May |
0.0383 |
|
Sep |
0.0330 |
|
Feb |
0.0317 |
|
Jun |
0.0323 |
|
Oct |
0.0314 |
|
Mar |
0.0332 |
|
Jul |
0.0354 |
|
Nov |
0.0313 |
|
Apr |
0.0378 |
|
Aug |
0.0333 |
|
Dec |
0.0330 |
|

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 Town of Brunswick |
0.0200 |
366 |
|
0.1440 |
|
|
Regular |
#2 Town of Brunswick |
0.0093 |
366 |
|
0.0360 |
|
|
Regular |
Well # 1 Dutchess Forest S/D |
0.0042 |
182 |
|
0.0170 |
|
|
Regular |
Well #2 Dutchess Forest S/D |
0.0045 |
184 |
|
0.0170 |
|
|
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 Town of Brunswick |
320 |
310 |
155 |
300 |
8 |
0 |
Yes |
#2 Town of Brunswick |
140 |
105 |
120 |
140 |
6 |
0 |
Yes |
Well # 1 Dutchess Forest S/D |
198 |
|
|
|
4 |
|
Yes |
Well #2 Dutchess Forest S/D |
198 |
|
|
|
4 |
|
Yes |
Water Purchases From Other Systems
Seller |
PWSID |
Average Daily Purchased (MGD) |
Days Used |
Contract |
Required to comply with water use restrictions? |
Pipe Size(s) (Inches) |
Use Type |
MGD |
Expiration |
Recurring |
City of Whiteville |
04-24-010 |
0.0000 |
0 |
|
|
|
Yes |
|
Emergency |
No water was purchased from Town of Whiteville in 2024.
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
0.0213 |
May |
0.0214 |
Sep |
0.0179 |
Feb |
0.0179 |
Jun |
0.0214 |
Oct |
0.0173 |
Mar |
0.0213 |
Jul |
0.0214 |
Nov |
0.0179 |
Apr |
0.0213 |
Aug |
0.0214 |
Dec |
0.0183 |

All Wastewater is pumped to the City of Whiteville for treatment. Average daily discharge based on City of Whiteville billed wastewater flow totals. Wastewater Interconnections
Water System |
PWSID |
Type |
Average Daily Amount |
Contract Maximum (MGD) |
MGD |
Days Used |
Whiteville, City of |
04-24-010 |
Discharging |
0.0199 |
366 |
0.1030 |
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
576 |
540 |
480 |
426 |
379 |
337 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.0259 |
0.0242 |
0.0215 |
0.0190 |
0.0169 |
0.0150 |
Commercial |
0.0024 |
0.0023 |
0.0020 |
0.0018 |
0.0016 |
0.0014 |
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 |
0.0010 |
0.0010 |
0.0010 |
0.0010 |
0.0010 |
0.0010 |
Unaccounted-for |
0.0044 |
0.0041 |
0.0037 |
0.0033 |
0.0029 |
0.0026 |
Negative growth rate of 1.3% per year based on 2020 Census data. 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 |
0.2140 |
0.2140 |
0.2140 |
0.2140 |
0.2140 |
0.2140 |
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) |
0.2140 |
0.2140 |
0.2140 |
0.2140 |
0.2140 |
0.2140 |
Service Area Demand |
0.0337 |
0.0316 |
0.0282 |
0.0251 |
0.0224 |
0.0200 |
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) |
0.0337 |
0.0316 |
0.0282 |
0.0251 |
0.0224 |
0.0200 |
Demand as Percent of Supply |
16% |
15% |
13% |
12% |
10% |
9% |

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 45 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? None
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? None
How does the water system intend to implement the demand management and supply planning components above? n/a
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? None.
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: None.
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.
|