ONWASA

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: ONWASA   PWSID: 04-67-035
Mailing Address:228 Georgetown Road
Jacksonville, NC 28540
Ownership:Authority
 
Contact Person:Seth BrownTitle:Treatment Facilities Administrator
Phone:910-937-7520Cell/Mobile:--
 
Secondary Contact:Matthew Padgett Phone:910-937-7529
Mailing Address:228 Georgetown Rd.
Jacksonville, NC 28540
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 4-6 1.00 %
Ductile Iron 4-24 10.00 %
Galvanized Iron 2 2.00 %
Polyvinyl Chloride 2-18 87.00 %
What are the estimated total miles of distribution system lines?   1,248 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   21,120 Feet
How many meters were replaced in 2024?   679
How old are the oldest meters in this system?   20 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   0
What is this system's finished water storage capacity?   16.2000 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, 2 Years or More
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?   Yes
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?   Increasing Block
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?   Yes

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
New River (02-6)64 %
White Oak River (17-1)34 %
Northeast Cape Fear River (02-5)2 %
County(s)% of Service Population
Onslow100 %
What was the year-round population served in 2024?   156,755
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 54,342 7.3224 0 0.0000
Commercial 1,622 0.4817 0 0.0000
Industrial 12 0.0413 0 0.0000
Institutional 48 0.0788 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   1.3340 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
City of Jacksonville 04-67-010 0.0000 0 No No 6-10 Emergency
Pender County Utilities 70-71-011 0.0096 365 0.0600 2029 Yes No 6 Regular
Scientific Water and Sewer 04-67-222 0.0097 366 Yes Yes 6 Regular
Scientific Water and Sewer 04-67-223 0.0000 0 Yes Yes 6 Emergency
Scientific Water And Sewer 04-67-224 0.0095 366 Yes Yes 6 Regular
Scientific Water And Sewer 04-67-221 0.0000 0 0.0000 Yes Yes 6 Emergency
Scientific Water And Sewer 04-67-228 0.0000 0 Yes Yes 6 Emergency
USMC Camp Lejeune 04-67-556 0.0177 366 Yes Yes 8 Regular
USMC Camp Lejeune (Rifle Range) 04-67-046 0.3256 366 0.5900 2060 Yes Yes 8 Regular

ONWASA provided water service to two small subdivisions in the City of Jacksonville (0.0727 MGD). This demand should be accounted for in ONWASA's residential demand since these customers are on their distribution system.

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 11.1255 13.2354 May 11.5651 13.3704 Sep 11.1792 13.2968
Feb 9.8781 11.7176 Jun 13.5818 17.0239 Oct 10.8559 12.0406
Mar 9.9523 11.4410 Jul 12.4045 14.8686 Nov 10.4473 12.0604
Apr 10.9860 12.1558 Aug 11.7935 14.0160 Dec 10.7430 12.3490

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 0.4431 326 1.2770 0.4680 CUA25 Regular
10 0.2435 159 0.7390 0.4680 CUA25 Regular
11 0.3102 162 0.9830 0.4680 CUA25 Regular
12 0.3729 296 0.9610 0.4680 CUA25 Regular
13 0.1770 321 0.4450 0.2980 CUA0 Regular
14 0.0000 0 0.0970 CUA0 2008 Emergency
2 0.3176 328 0.7310 0.4680 CUA25 Regular
4 0.5614 332 1.1940 0.4500 CUA25 Regular
5 0.1977 211 0.7460 0.4500 CUA25 Regular
6 0.3374 300 0.8760 0.4212 CUA25 Regular
7 0.0000 0 0.2160 CUA25 2019 Emergency
7R 0.0000 0 0.2160 CUA25 Emergency
8 0.3062 293 0.7680 0.3780 CUA25 Regular
9 0.1694 95 0.5640 0.4680 CUA25 Regular
D1 0.7086 256 1.6750 0.7200 CUA0 Regular
D10 0.6310 240 1.8830 1.0044 CUA0 Regular
D11 0.5808 237 1.4750 0.7200 CUA0 Regular
D12 0.0000 0 0.8640 CUA0 Regular
D2 0.4705 232 1.1440 0.5400 CUA0 Regular
D3 0.0636 248 0.1700 0.1800 CUA0 Regular
D4R 0.0000 0 0.8640 CUA0 Regular
D5 0.6298 264 1.6510 0.9360 CUA0 Regular
D6 0.6405 309 1.5040 0.6120 CUA0 Regular
D7 0.7796 321 1.9680 0.5400 CUA0 Regular
D8 0.2781 270 0.8583 0.3600 CUA0 Regular
D9 0.0878 177 0.3136 0.1332 CUA0 Regular
H1 0.5816 174 1.0670 0.6120 CUA0 Regular
H10 0.3116 327 0.7150 0.4788 CUA0 Regular
H11 0.4536 328 1.1760 0.5364 CUA0 Regular
H12 0.3516 312 0.8050 0.3456 CUA0 Regular
H13 0.2824 323 0.6020 0.3240 CUA0 Regular
H14 0.2829 327 0.6470 0.3240 CUA0 Regular
H15 0.2148 293 0.5450 0.3622 CUA0 Regular
H2 0.7325 330 1.5390 0.7200 CUA0 Regular
H3 0.2931 246 0.7710 0.3960 CUA0 Regular
H4 0.2263 328 0.6040 0.5040 CUA0 Regular
H6 0.2588 326 0.6060 0.2520 CUA0 Regular
H7 0.3351 329 0.7750 0.4824 CUA0 Regular
H8 0.5158 327 1.0900 0.6660 CUA0 Regular
H9 0.2209 321 0.4810 0.2520 CUA0 Regular
R1 0.0000 0 0.0000 CUA0 Emergency
R2 0.0000 0 0.1656 CUA25 Emergency
R3 0.0000 0 0.0000 CUA0 Emergency
UC1-Beaufort 0.0000 0 0.2880 CUA0 Emergency
UC1-LCH 0.0000 0 0.2880 CUA0 Emergency
UC2 0.0000 0 0.2880 CUA0 Emergency
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
1 587 477 582 8 389 Yes
10 615 530 610 10 442 Yes
11 607 510 602 10 382 Yes
12 633 477 628 12 420 Yes
13 500 202 495 10 304 Yes
14 535 270 530 8 340 No
2 630 495 625 8 399 Yes
4 665 560 660 8 384 Yes
5 645 490 640 8 389 Yes
6 610 505 605 8 399 Yes
7 656 535 651 8 378 No
7R 572 522 562 12 500 No
8 635 530 630 10 411 Yes
9 637 477 631 12 391 Yes
D1 196 175 196 20 132 Yes
D10 172 112 172 18 97 Yes
D11 166 106 166 18 95 Yes
D12 193 100 183 24 90 Yes
D2 202 159 202 20 142 Yes
D3 207 173 202 12 168 Yes
D4R 190 98 180 24 88 Yes
D5 215 170 215 20 142 Yes
D6 195 158 195 20 137 Yes
D7 194 157 194 20 138 Yes
D8 255 190 250 12 205 Yes
D9 125 80 120 12 89 Yes
H1 240 201 240 20 122 Yes
H10 136 106 126 20 91 Yes
H11 190 165 185 20 146 Yes
H12 152 134 152 20 128 Yes
H13 195 166 190 10 160 Yes
H14 213 178 213 20 155 Yes
H15 160 108 155 10 105 Yes
H2 196 123 196 20 80 Yes
H3 130 101 130 12 82 Yes
H4 131 101 131 12 92 Yes
H6 165 104 155 20 89 Yes
H7 182 152 172 20 127 Yes
H8 174 152 174 20 132 Yes
H9 265 235 255 20 187 Yes
R1 200 No
R2 525 500 525 10 280 Yes
R3 525 0 0 0 0 Yes
UC1-Beaufort 210 170 210 8 165 Yes
UC1-LCH 112 77 112 8 72 Yes
UC2 90 50 80 20 63 Yes
Are ground water levels monitored?   Yes, Monthly
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
Camp Lejeune (New River Air Station) 04-67-042 0.4070 64 1.2500 2060 Yes No 12 Regular
City of Jacksonville 04-67-010 0.0000 0 0.0000 Yes Yes 6-10 Emergency
Northwest Water Association 04-67-038 0.0000 0 0.0000 No Yes 4 Emergency
Town of Surf City 04-71-015 0.1760 365 0.2500 Yes Yes 8 Regular
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Black Creek 1 0.4680 No Yes 1
Black Creek 10 0.4680 No Yes 10
Black Creek 11 0.4680 No Yes 11
Black Creek 12 0.4680 No Yes 12
Black Creek 13 0.2980 No Yes 13
Black Creek 2 0.4680 No Yes 2
Black Creek 4 0.4680 No Yes 4
Black Creek 5 0.4500 No Yes 5
Black Creek 6 0.4210 No Yes 6
Black Creek 8 0.3780 No Yes 8
Black Creek 9 0.4680 No Yes 9
Dixon Water Treatment Plant 4.0000 Yes Yes Dixon Well s 1,2,3,5,6,7,8,9,10,11
Hubert Water Treatment Plant 6.0000 Yes Yes Hubert Wells 1,2,3,4,6,7,8,9,10,11,12,13,14,15
R2 0.1650 No Yes R2
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2024?  Yes
     If yes, was any water conservation implemented?  No
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2024?  Yes
     If yes, was any water conservation implemented?  No
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  Yes

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 3.3857 May 3.4126 Sep 3.4151
Feb 3.2453 Jun 3.4336 Oct 3.2657
Mar 3.3459 Jul 3.3694 Nov 3.3218
Apr 3.3673 Aug 3.4064 Dec 3.4048

How many sewer connections does this system have?   14,543
How many water service connections with septic systems does this system have?   43,263
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

Currently the Summer House WWTP is under expansion from 0.181 MGD to 0.400 MGD, as well as the North Topsail WWTP to expand from 1.5 MGD to 3.0 MGD.

THE MONTHLY DISCHARGE NUMBERS WERE ADJUSTED BASED ON WASTEWATER DATA SUBMITTED TO THE STATE AND AVERAGE ANNUAL DISCHARGE NUMBERS.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0034991 WWTP 0.0260 0.0260 0.0000 Little Northeast Creek New River (02-6)
NC0083321 WTP 0.3000 2.9200 0.3450 Queens Creek New River (02-6)
NC0083551 WTP 1.0000 2.7450 0.2600 none New River (02-6)
NC0089877 WWTP 0.3500 0.3500 0.2360 Wallace Creek White Oak River (17-1)
WQ0005849 WWTP 1.5426 1.5426 0.8320 None New River (02-6)
WQ0019907 WTP 0.2420 0.2420 0.2120 none New River (02-6)
WQ0023261 WWTP 0.6000 0.6000 0.4570 none White Oak River (17-1)
WQ0029945 WWTP 0.1800 0.4000 0.0580 none New River (02-6)
WQ0034367 WWTP 1.2730 2.0000 0.4340 none New River (02-6)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Camp Lejeune (Holcome Blvd.) 04-67-043 Discharging 0.4240 366 3.5000
City of Jacksonville 04-67-010 Discharging 0.1065 366

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 156,755 162,241 186,578 214,564 246,749 283,761
Seasonal Population 0 0 0 0 0 0
 
Residential 7.3224 7.5790 8.7150 10.0230 11.5260 13.2550
Commercial 0.4817 0.4990 0.5730 0.6590 0.7580 0.8720
Industrial 0.0413 0.0430 0.0490 0.0570 0.0650 0.0750
Institutional 0.0788 0.0820 0.0940 0.1080 0.1240 0.1430
System Process 1.3340 1.3810 1.5880 1.8260 2.1000 2.4150
Unaccounted-for 0.9193 0.8760 1.0080 1.1590 1.3330 1.5330
Future Water Sales
Purchaser PWSID Contract Pipe Size(s) (Inches) Use Type
MGD Year Begin Year End
Camp Lejeune (Holcomb Blvd) 04-67-043 0.5000 2025 6 Regular
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Castle Hayne 04-67-035 Ground 6.0000 2010 Regular

Two new production wells were drilled in 2024 capable of producing 2.0 MGD each, to serve the Dixon WTP. The Dixon WTP is under design to increase capacity from 4.0 MGD to 6.0 MGD. ONWASA is also conducting site assessments and process design for a third water treatment plant in the northwest portion of Onslow County, as well as assessing the potential for use of a surface water source (dewatering discharge from an adjacent quarry operation) to feed this facility in addition to existing wells. Currently exploring additional water sources for the Hubert WTP as well.

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 17.1553 17.1553 17.1553 17.1553 17.1553 17.1553
Purchases 1.5000 1.5000 1.5000 1.5000 1.5000 1.5000
Future Supplies 6.0000 6.0000 6.0000 6.0000 6.0000
Total Available Supply (MGD) 18.6553 24.6553 24.6553 24.6553 24.6553 24.6553
Service Area Demand 10.1775 10.4600 12.0270 13.8320 15.9060 18.2930
Sales 0.3721 0.6869 0.6869 0.6869 0.6869 0.6869
Future Sales 0.5000 0.5000 0.5000 0.5000 0.5000
Total Demand (MGD) 10.5496 11.6469 13.2139 15.0189 17.0929 19.4799
Demand as Percent of Supply 57% 47% 54% 61% 69% 79%

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 47 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 Change

Are there other demand management practices you will implement to reduce your future supply needs?   While not strictly a demand management approach, ONWASA has implemented a leak detection program in conjunction with AMI in a effort to reduce our unaccounted water loss.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?    ONWASA continues its discussion with the operators of a local quarry about the potential for capturing discharge from dewatering activities to supply a planned third treatment plant in the northwestern portion of surface water source (dewatering discharge from an adjacent quarry operation) to feed this facility in addition to existing wells. Additionally design of a third water plant has started in the central area of our system.

How does the water system intend to implement the demand management and supply planning components above?   Through funding from ONWASA's existing capital improvement plan and standing contracts with professional services consulting firms who specialize in these types of activities. We are also soliciting federal/state infrastructure grants applicable to this work.

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, Yes, Yes, The three primary potable water providers in Onslow County (ONWASA, the City of Jacksonville and Marine Corps Base Camp Lejeune) form the Onslow Regional Water Resources Group (ORWRG). Through the efforts of its members, the ORWRG has created a network of groundwater monitoring wells to provide data on the capacity and quality of the source water aquifers all three entities use. It is also a vehicle to share information on each system's activities, anticipated demand and future improvements.

What major water supply reports or studies were used for planning?   A Hydro-Stratigraphic Framework Study (completed in 2014) provided a better understanding of the nature and distribution of groundwater resources within Onslow County, and has guided groundwater monitoring well efforts. The firm that prepared that document also advises the ORWRG.

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:   Efforts are underway in three major areas: securing new raw water sources, increasing treatment capacity and improving the existing distribution system so water can be efficiently moved to the areas it is needed. Construction of a third water treatment plant and securing the raw water sources to feed it are the primary water system focus at the present time, and the cost to complete this work (estimated at $150M) will have a major impact on the current capital improvement plan. ONWASA is also working to address sewage treatment capacity issues in our Swansboro and Southeast collection systems, and that puts additional pressure on our CIP funding.

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.