Cape Fear Public Utility Authority - Wilmington

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: Cape Fear Public Utility Authority - Wilmington   PWSID: 04-65-010
Mailing Address:235 Government Center Drive
Wilmington, NC 28403
Ownership:Authority
 
Contact Person:Benjamin KearnsTitle:Water Resources Manager
Phone:910-332-6577Cell/Mobile:910-398-4311
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 4-12 0.83 %
Cast Iron 1-24 11.26 %
Ductile Iron 1-60 17.60 %
Other 1-20 0.88 %
Polyvinyl Chloride <1-60 69.43 %
What are the estimated total miles of distribution system lines?   1,220 Miles
How many feet of distribution lines were replaced during 2025?   6,798 Feet
How many feet of new water mains were added during 2025?   36,471 Feet
How many meters were replaced in 2025?   1,660
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?   9,807
What is this system's finished water storage capacity?   28.9150 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, Weekly
Does this system have a valve exercise program?   Yes, As Needed
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?   No
Water Conservation
What type of rate structure is used?   Uniform
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
New River (02-6)42 %
Cape Fear River (02-3)41 %
Northeast Cape Fear River (02-5)17 %
County(s)% of Service Population
New Hanover100 %
What was the year-round population served in 2025?   249,227
What was the seasonal population and months served in 2025? (if applicable)   28,000 ( May Jun Jul Aug Sep )
Has this system acquired another system since last report?   Yes

Town of Wrightsville Beach Water System (NC 04-65-010) consolidation was completed on October 1st, 2025. On this date the system owner/operator officially transferred to CFPUA. Seasonal Population value and months are approximate and provided by 2024 WB Water System LWSP as an estimate.

Water Use by Type
Type of Use Metered
Connections
Metered
Average Use (MGD)
Non-Metered
Connections
Non-Metered
Estimated Use (MGD)
Residential 81,495 13.8300 201 0.0000
Commercial 5,170 3.0100 410 0.0000
Industrial 177 0.1500 26 0.0000
Institutional 851 1.3100 75 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   1.1954 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
Oyster Point S/D 04-65-211 0.0064 365 Yes 6 Regular
Port of Wilmington 70-65-007 0.0415 365 Yes 12 Regular
Wilmington Clinic Water System 70-65-070 0.0116 365 Yes 3 Regular
Wrightsville Beach 04-65-020 0.5031 273 1.1520 2025 Yes Yes 8 Regular

ILA with Town of Wrightsville Beach Water System (NC 04-65-010) for the contractual sale of finished water was dissolved following consolidation completed on October 1st, 2025. On this date the system owner/operator officially transferred to CFPUA and metered water is no longer "sold." Information reflects the 273 days in 2025 the system was owned/operated by Town of WB.

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 21.5078 24.8880 May 25.0379 28.7860 Sep 26.9781 30.5590
Feb 20.9287 25.2130 Jun 26.3735 31.0513 Oct 24.7850 27.7875
Mar 21.0444 23.6840 Jul 27.5153 30.4740 Nov 23.8649 26.0912
Apr 24.3698 28.3990 Aug 25.6491 29.1840 Dec 21.6836 25.6839

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
#15 NHC 0.0130 1 0.013 0.4320 Emergency
#16 NHC/PD-Q 0.3613 338 1.008 0.4320 Regular
#19 NHC 1.0850 22 0.261 0.2160 Emergency
#20 NHC 0.1229 21 0.293 0.2230 Emergency
#22 NHC/PD-B 0.3994 365 0.765 0.4320 Regular
#23 NHC/PD-A 0.3766 358 1.006 0.4320 Regular
#28 NHC/PD-M 0.2184 360 0.473 0.2880 Regular
#29 NHC/PD-N 0.1523 284 0.302 0.2880 Regular
#30 NHC/PD-O 0.2102 351 0.472 0.2880 Regular
#31 City (Queens Point) 0.0000 0 0 0.2170 Emergency
#34 City (Sea Spray) 0.0000 0 0 0.6740 Emergency
#38 City (Foxcroft) 0.0257 11 0.038 0.3030 Emergency
#4 NHC 0.0415 11 0.240 0.2770 Emergency
#40 City (Pirates Cove) 0.0236 10 0.028 0.2420 Emergency
#43 City (Masonboro Forest) 0.0318 5 0.038 0.1880 Emergency
#44 City (Sea Pines) 0.0000 0 0 0.5400 Emergency
#45 City (Beacon Woods) 0.0147 11 0.025 0.1330 Emergency
#5 NHC 0.0245 11 0.150 0.2680 Emergency
#8 NHC/PD-P 0.1945 326 0.416 0.2520 Regular
CH-B 0.0000 0 0 0.2880 Regular
CH-C 0.0514 20 0.195 0.2880 Regular
CH-F 0.1893 365 0.496 0.3420 Regular
CH-G 0.1712 318 0.426 0.2520 Regular
CH-H 0.1586 358 0.325 0.2520 Regular
CH-I 0.0498 22 0.184 0.2880 Regular
CH-J 0.0461 246 0.380 0.2520 Regular
CH-K 0.0125 148 0.090 0.1080 Regular
CH-L 0.1849 344 0.410 0.3420 Regular
Monterey Heights #1 0.0887 365 0.208 0.0940 Regular
Monterey Heights #2 0.1124 364 0.240 0.1800 Regular
Monterey Heights #3 0.1275 364 0.293 0.2304 Regular
Monterey Heights #4 0.1835 365 0.429 0.1510 Regular
Monterey Heights #5 0.1076 363 0.237 0.1690 Regular
Monterey Heights #6 0.1023 179 0.216 0.1584 Regular
Monterey Heights #7 0.0667 108 0.131 0.1584 Regular
PD-C 0.2332 360 0.524 0.2880 Regular
PD-F 0.2594 362 0.712 0.3420 Regular
PD-G 0.2193 359 0.471 0.2520 Regular
PD-H 0.1434 341 0.293 0.3240 Regular
PD-I 0.2498 364 0.506 0.2880 Regular
PD-J 0.2368 363 0.653 0.2520 Regular
PD-K 0.2386 350 0.510 0.2880 Regular
PD-L 0.2689 362 0.684 0.2880 Regular
WB Well 01 0.0148 84 0.096 0.1080 Regular
WB Well 02 0.0471 88 0.272 0.3020 Regular
WB Well 03 0.0171 86 0.107 0.1050 Regular
WB Well 04 0.0180 72 0.069 0.1440 Regular
WB Well 05 0.1250 1 0.1440 Regular
WB Well 06 0.4320 2 0.2200 Regular
WB Well 07 0.2879 7 0.2000 Regular
WB Well 08 0.2879 9 0.1670 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
#15 NHC 185 140 12 105 Yes
#16 NHC/PD-Q 175 12 105 Yes
#19 NHC Yes
#20 NHC 170 123 12 Yes
#22 NHC/PD-B 170 133 14 123 Yes
#23 NHC/PD-A 170 133 14 Yes
#28 NHC/PD-M 175 140 14 80 Yes
#29 NHC/PD-N 175 140 14 80 Yes
#30 NHC/PD-O 171 137 131 169 14 123 Yes
#31 City (Queens Point) 155 126 8 Yes
#34 City (Sea Spray) 165 12 Yes
#38 City (Foxcroft) 160 126 8 Yes
#4 NHC 145 125 12 65 Yes
#40 City (Pirates Cove) 165 128 8 Yes
#43 City (Masonboro Forest) Yes
#44 City (Sea Pines) 190 12 Yes
#45 City (Beacon Woods) Yes
#5 NHC 157 122 12 Yes
#8 NHC/PD-P 160 132 12 90 Yes
CH-B 80 50 42 82 14 60 Yes
CH-C 100 47 49 89 14 60 Yes
CH-F 105 47 52 92 14 60 Yes
CH-G 90 48 46 86 14 60 Yes
CH-H 100 45 50 90 14 60 Yes
CH-I 95 49 44 84 14 60 Yes
CH-J 100 46 52 92 14 60 Yes
CH-K 92 54 52 92 14 60 Yes
CH-L 80 50 52 72 14 60 Yes
Monterey Heights #1 136 114 8 94 Yes
Monterey Heights #2 156 91 91 156 10 88 Yes
Monterey Heights #3 132 88 82 132 12 80 Yes
Monterey Heights #4 190 8 120 Yes
Monterey Heights #5 125 105 8 100 Yes
Monterey Heights #6 140 139 6 129 Yes
Monterey Heights #7 177 174 6 150 Yes
PD-C 168 137 14 80 Yes
PD-F 170 137 14 80 Yes
PD-G 169 136 134 167 14 122 Yes
PD-H 165 137 128 163 14 123 Yes
PD-I 175 148 14 80 Yes
PD-J 177 143 139 175 14 128 Yes
PD-K 175 135 14 80 Yes
PD-L 175 135 14 80 Yes
WB Well 01 179 163 0 0 6 100 Yes
WB Well 02 174 152 0 0 6 100 Yes
WB Well 03 193 156 0 0 6 84 Yes
WB Well 04 180 150 0 0 8 84 Yes
WB Well 05 176 157 145 157 6 126 Yes
WB Well 06 163 141 141 163 6 88 Yes
WB Well 07 163 141 141 163 6 100 Yes
WB Well 08 165 140 0 0 6 100 Yes
Are ground water levels monitored?   Yes, Daily
Does this system have a wellhead protection program?   Yes
Surface Water Sources
Stream Reservoir Average Daily Withdrawal Maximum Day
Withdrawal (MGD)
Available Raw
Water Supply
Usable On-Stream
Raw Water Supply
Storage (MG)
MGD Days Used MGD * Qualifier
Cape Fear River - Kings Bluff 7.8850 268 9.7200 10.0000 F 0.0000

* Qualifier: C=Contract Amount, SY20=20-year Safe Yield, SY50=50-year Safe Yield, F=20% of 7Q10 or other instream flow requirement, CUA=Capacity Use Area Permit

Surface Water Sources (continued)
Stream Reservoir Drainage Area
(sq mi)
Metered? Sub-Basin County Year
Offline
Use
Type
Cape Fear River - Kings Bluff 5,255 Yes Cape Fear River (02-3) Bladen Regular
What is this system's off-stream raw water supply storage capacity?   0 Million gallons
Are surface water sources monitored?   Yes, Daily
Are you required to maintain minimum flows downstream of its intake or dam?   No
Does this system anticipate transferring surface water between river basins?   No

Withdrawals from the Cape Fear River are from CFPUA intake at Kings Bluff Pump Station. Raw water purchased from the Lower Cape Fear Water and Sewer Authority is captured under Water Supply Sources, purchase.

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
LCFWASA - Kings Bluff 50-09-013 11.8706 365 38.0000 2030 Yes Yes 48,54 Regular

Max day purchased was 22.116 MGD.

Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Richardson Nano-Filtration Mem 7.0000 Yes Yes GW from Castle Hayne & PeeDee Aquifers
Sweeney Water Treatment Plant 44.0000 Yes Yes 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

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 18.3646 May 18.8893 Sep 18.9182
Feb 18.4708 Jun 19.5079 Oct 19.1537
Mar 19.2494 Jul 19.2289 Nov 17.1003
Apr 17.7969 Aug 22.1040 Dec 17.7359

How many sewer connections does this system have?   76,709
How many water service connections with septic systems does this system have?   2,852
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

Southside Water Reclamation Plant (Permit #NC002373) is currently undergoing a design-build replacement/expansion project to increase total treatment capacity to 16 MGD, upgrade the headworks, modernize treatment processes, and ensure capacity for foreseeable future growth within its area(s) served. Estimated completion date: 2030

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0002879 WTP 44.0000 44.0000 0.4000 1.7000 Cape Fear River Cape Fear River (02-3)
NC0023965 WWTP 16.0000 16.0000 10.7200 17.7200 Cape Fear River Cape Fear River (02-3)
NC0023973 WWTP 12.0000 12.0000 6.9200 9.9000 Cape Fear River Cape Fear River (02-3)
NC0088307 WTP 7.0000 7.0000 0.8450 1.3840 Intracoastal Waterway White Oak River (17-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Pender County Utilities 70-71-011 Receiving 0.4215 365
Wrightsville Beach 04-65-020 Receiving 0.6248 365 1.5000

Town of Wrightsville Beach Water System (NC 04-65-010) consolidation was completed on October 1st, 2025. On this date the system owner/operator officially transferred to CFPUA. Wastewater metered connections will remain but reside under the same owner/operator in 2026.

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 249,227 261,376 293,439 349,055 369,845 415,213
Seasonal Population 28,000 0 0 0 0 0
 
Residential 13.8300 13.1001 16.5556 19.4099 21.7572 24.1003
Commercial 3.0100 4.3897 5.5440 6.5049 7.2926 8.0731
Industrial 0.1500 0.1480 0.1912 0.2254 0.2493 0.2776
Institutional 1.3100 1.8052 2.2845 2.6808 2.9991 3.3228
System Process 1.1954 2.9988 3.7852 4.4439 4.9770 5.5116
Unaccounted-for 2.8721 3.3062 4.1781 4.9006 5.4915 6.0822

Water Use Projection Values are Based on H&S Water Master Plan and are the average between low and high growth.

Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Well Field Expansion 04-65-010 Ground 4.6080 2030 Regular

An expansion of the raw water well field supplying the Richardson WTP as well as the WTP expansion in production capacity is planned in the 10-year CFPUA CIP.

Demand v/s Percent of Supply
  2025 2030 2040 2050 2060 2070
Surface Water Supply 10.0000 10.0000 10.0000 10.0000 10.0000 10.0000
Ground Water Supply 9.6772 9.6772 9.6772 9.6772 9.6772 9.6772
Purchases 38.0000 38.0000 38.0000 38.0000 38.0000 38.0000
Future Supplies 4.6080 4.6080 4.6080 4.6080 4.6080
Total Available Supply (MGD) 57.6772 62.2852 62.2852 62.2852 62.2852 62.2852
Service Area Demand 22.3675 25.7480 32.5386 38.1655 42.7667 47.3676
Sales 0.4358 1.2115 1.2115 1.2115 1.2115 1.2115
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 22.8033 26.9595 33.7501 39.3770 43.9782 48.5791
Demand as Percent of Supply 40% 43% 54% 63% 71% 78%

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 55 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.    CFPUA continues to conduct annual water loss audits and investigate system optimization strategies.

Are there other demand management practices you will implement to reduce your future supply needs?   CFPUA's Water System Master Plan update is in the final stages via our engineering department and seeks to guide how we will address future needs as identified to meet customer demand projections.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   Optimization of existing groundwater emergency wells in key system support areas. Master planning for both upgrading and adding production wells to provide additional capacity to the Richardson WTP and overall integrated system. Extensive interconnects allow the integrated system to be supported by all supply sources in a more reliable and resilient manner. The Lower Cap Fear Water and Sewer Authority as well as purchase partners (Brunswick, Pender, CFPUA, commercial) are investing resources into redundancy and resiliency along the length of the common raw water transmission mains which are underway this calendar year (2026).

How does the water system intend to implement the demand management and supply planning components above?   Funding and design of additional sources will be through CFPUA's Capital Improvements Plan as required to meet anticipated demands. The demand-to -supply ratio in the Lower Cape Fear Water and Sewer Authority (LCFWASA) - Kings Bluff Local Water Supply Plan (LWSP) is currently above 80% because available raw water supply is full allocated to the existing customers and partners (i.e. Brunswick County, CFPUA, and Pender County). Based on a 7Q10 calculation, the Lock & Dam No. 1 safe yield total is 106 MGD. LCFWASA safe yield is 96 MGD with CFPUA allocated safe yield of 10 MGD. Even so, the currently projected demands of all partners - when totaled - remains below the 80% of available raw water supply for the foreseeable future (i.e. 2050). Furthermore, all the partners have agreed not to exceed the demands currently projected in their LWSP, without notice to NCDWR, even though these amounts may remain less than what LCFWASA - Kings Bluff is obligated to sell them. However, should projected water demands of the partners increase to such amounts where the demand-to-supply ratio in the LCFWASA Kings Bluff LWSP exceeds 80%, a long-term water supply plan to address future demands would be necessary, per statutory requirements, before NCDWR could approve the LWSP.

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, Yes, in 2020, CFPUA, LCFWASA, Brunswick, and Pender Counties implemented a Raw Water Supply Emergency Management Plan to have a unified protocol for water shortage response planning and reporting during droughts, water emergencies, and other potential raw water supply challenges.

What major water supply reports or studies were used for planning?  Each partner utilized their existing water shortage and emergency response plans to create a unified plan.

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.