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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 Giesting | Title: | Deputy Director of Water Operations |
| Phone: | 910-253-1953 | Cell/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 % |
Programs
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
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 |
| Brunswick | 100 % |
|
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 |
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) |
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 |

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.
|