Brunswick County

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: Brunswick County   PWSID: 04-10-045
Mailing Address:PO Box 249
Bolivia, NC 28422
Ownership:County
 
Contact Person:Christopher GiestingTitle:Deputy Director of Water Operations
Phone:910-253-1953Cell/Mobile:--
 
Secondary Contact:John Nichols Phone:910-253-2657
Mailing Address:PO Box 249
Bolivia, NC 28422
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 2-16 3.96 %
Ductile Iron 2-48 7.62 %
Other 1-19 1.34 %
Polyvinyl Chloride 1-42 87.08 %
What are the estimated total miles of distribution system lines?   1,354 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   175,998 Feet
How many meters were replaced in 2025?   6,150
How old are the oldest meters in this system?   16 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   18,291
What is this system's finished water storage capacity?   21.3500 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?   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

We monitor non-revenue water, we monitor flow at various points in the WS. Our billing software detects leaks on the customers meters and our SCADA system monitors pressure and flow at multiple point in the system. Fire departments monitor flow while maintaining hydrants.

Water Conservation
What type of rate structure is used?   Increasing Block
How much reclaimed water does this system use?   2.2890 MGD   For how many connections?   4
Does this system have an interconnection with another system capable of providing water in an emergency?   Yes

Little River Company, can provide up to 1.5 MGD

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Shallotte River (09-4)54 %
Cape Fear River (02-3)30 %
Waccamaw River (09-3)16 %
County(s)% of Service Population
Brunswick100 %
What was the year-round population served in 2025?   132,548
What was the seasonal population and months served in 2025? (if applicable)   27,000 ( May Jun Jul Aug )
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 66,900 11.1131 0 0.0000
Commercial 0 0.0000 0 0.0000
Industrial 52 1.6165 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.8323 MGD

Water Sales
Purchaser PWSID Average
Daily Sold
(MGD)
Days
Used
Contract Required to
comply with water
use restrictions?
Pipe Size(s)
(Inches)
Use
Type
MGD Expiration Recurring
Bald Head Utilities 04-10-130 0.0624 365 0.5000 2050 Yes Yes 10 Regular
Holden Beach 04-10-060 0.4699 365 1.8000 2061 Yes Yes 12-12 Regular
Little River Water Company 00-00-000 0.0000 0 2040 Yes Yes 12 Emergency
Oak Island 04-10-020 1.3342 365 2061 Yes Yes 6,12 Regular
Ocean Isle Beach 04-10-035 0.6448 365 2040 Yes Yes 8,12 Regular

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 12.3481 19.1100 May 17.6152 26.4220 Sep 18.4080 25.5850
Feb 11.0736 14.0850 Jun 19.5870 26.2230 Oct 14.4865 20.4450
Mar 11.7955 16.8620 Jul 20.7929 26.5630 Nov 12.2403 15.5300
Apr 16.7137 21.9360 Aug 17.0419 24.0580 Dec 9.9084 14.4140

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 0.0754 131 2.070 0.1810 Regular
11 0.5151 208 1.04 0.9680 Regular
12 0.3894 273 0.591 0.4000 Regular
12A 0.1828 136 0.546 0.5490 Regular
15 0.2285 145 0.09329 0.2980 Regular
16 0.7422 316 0.743 0.6777 Regular
17 0.1743 264 0.214 0.1610 Regular
18 0.1004 178 0.222 0.2350 Regular
19 0.1338 218 0.491 0.2400 Regular
2 0.0461 191 0.200 0.0577 Regular
3 0.1256 237 0.241 0.1580 Regular
5 0.1593 250 0.232 0.2310 Regular
6A 0.1370 233 0.306 0.2240 Regular
8 0.6774 344 0.900 0.6170 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
1 175 174 90 170 10 84 Yes
11 164 164 0 0 10 84 Yes
12 96 96 0 0 8 50 Yes
12A 114 114 60 110 10 63 Yes
15 129 129 75 125 10 74 Yes
16 155 155 63 153 10 52 Yes
17 155 155 0 0 8 70 Yes
18 155 155 0 0 10 0 Yes
19 150 150 64 144 10 0 Yes
2 163 163 60 160 10 65 Yes
3 159 159 70 155 10 72 Yes
5 156 156 68 148 10 73 Yes
6A 180 180 100 160 12 90 Yes
8 153 153 65 150 10 70 Yes
Are ground water levels monitored?   Yes, Quarterly
Does this system have a wellhead protection program?   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
Little River Water Company 00-00-000 0.0000 0 1.5000 Yes Yes 12 Emergency
Lower Cape Fear Water and Sewer Authority 50-09-013 15.1840 365 50.0000 Yes Yes 48-54 Regular
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
211 WTP 6.0000 Yes Yes Castle Hayne Aquifer
Northwest WTP 24.0000 Yes Yes LCFWASA, (Cape Fear River)
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2025?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2025?  No
     If yes, was any water conservation implemented?  
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

Northwest WTP is underconstruction to expand conventional capacity 48 MGD.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 7.5182 May 8.5632 Sep 9.5265
Feb 7.4938 Jun 9.6972 Oct 9.5881
Mar 8.0271 Jul 10.4796 Nov 8.4323
Apr 8.4397 Aug 10.5806 Dec 8.4443

How many sewer connections does this system have?   36,557
How many water service connections with septic systems does this system have?   23,585
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes
Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0044873 WWTP 0.5300 0.5300 0.4458 0.5530 Caw Caw canal Waccamaw River (09-3)
NC0057533 WTP 8.9000 8.9000 0.4524 2.1810 Hoods Creek Cape Fear River (02-3)
NC0086819 WWTP 4.9750 4.9750 2.8919 4.7068 Cape Fear River Cape Fear River (02-3)
WQ0000798 WWTP 0.5000 0.5000 0.3145 0.7223 NONE Shallotte River (09-4)
WQ0012748 WWTP 0.3000 0.3000 0.1659 0.2730 NONE Shallotte River (09-4)
WQ0023693 WWTP 6.0000 6.0000 4.6627 7.2931 NONE Shallotte River (09-4)
WQ006085 WWTP 1.0500 1.0500 0.4183 0.8328 NONE Shallotte River (09-4)

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 132,548 153,633 285,175 337,425 399,116 469,975
Seasonal Population 27,000 27,000 27,000 27,000 27,000 27,000
 
Residential 11.1131 16.7500 31.1000 36.0900 41.8800 48.6100
Commercial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Industrial 1.6165 1.8000 2.0000 2.0000 2.0000 2.0000
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.8323 9.0000 9.0000 9.0000 9.0000 9.0000
Unaccounted-for 1.7197 -5.2624 -11.4303 -12.7851 -14.3571 -16.1843
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Brunswick County Water System 04-10-045 Ground 2.0000 2032 Regular
Brunswick County Water System 04-10-045 Ground 6.0000 2040 Regular
Brunswick County Water System 04-10-045 Surface 4.0000 2040 Regular
Brunswick County Water System 04-10-045 Surface 8.0000 2050 Regular
LCFWASA 50-09-013 Purchase -5.0000 2027 Regular

In 2026, BCPU will begin purchasing additional raw water from LCFWSA, and increasing finished water output volume based on need.

PCU will purchase 5 MGD of raw water from BCPU in 2027.

The county is pursuing potable reuse and support for modeling of the CFR basin for the opportunity to address and expand the safe yield in the lower Cape Fear River Basin at Lock and Dam #1

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 4.9974 4.9974 4.9974 4.9974 4.9974 4.9974
Purchases 50.0000 50.0000 50.0000 50.0000 50.0000 50.0000
Future Supplies -5.0000 7.0000 15.0000 15.0000 15.0000
Total Available Supply (MGD) 54.9974 49.9974 61.9974 69.9974 69.9974 69.9974
Service Area Demand 15.2816 22.2876 30.6697 34.3049 38.5229 43.4257
Sales 2.5113 4.2790 4.2790 4.2790 4.2790 4.2790
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 17.7929 26.5666 34.9487 38.5839 42.8019 47.7047
Demand as Percent of Supply 32% 53% 56% 55% 61% 68%

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 84 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.    NA

Are there other demand management practices you will implement to reduce your future supply needs?   N/A

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   Groundwater and surface water sources are being considered in the southwest portion of the County.

How does the water system intend to implement the demand management and supply planning components above?   The County would contract with a firm specializing in water supply development, funding assistance, and permitting.

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, We work with the Lower Cape Fear Water and Sewer Authority to develop a raw water allocation for Brunswick County.

What major water supply reports or studies were used for planning?  An engineering firm was used to develop recommendations.

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 Northwest WTP is nearing completion of an expansion and modification to treat for PFAS removal and meet growing water needs of our community.

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.