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: |
Jones County Regional Water System |
|
PWSID: |
04-52-020 |
Mailing Address: | 418 Hwy 58 North, Unit B Trenton, NC 28585 | Ownership: | County |
|
Contact Person: | Gareth Harvell | Title: | Public Works DIrector |
Phone: | 252-448-8000 | Cell/Mobile: | 252-571-1625 |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Ductile Iron |
6-14 |
2.00 % |
Polyvinyl Chloride |
2-10 |
98.00 % |
Programs
Jones County Regional Water System relies heavily on the involvement of the community when it comes to leak detection and the resources of NCRWA. Water Conservation
Jones County Regional Water System has (2) interconnections, one with The Town of Pollocksville and one with the Town of Maysville. Neither system is capable of supplying our total system demand in the event of a complete system failure.
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Trent River (10-3) | 100 % |
|
County(s) | % of Service Population |
Jones | 100 % |
|
Jones County Regional Water System is in the process of an asset inventory and with that project we should have a GIS shapefile available in the future. Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
3,702 |
0.3800 |
0 |
0.0000 |
Commercial |
51 |
0.0691 |
0 |
0.0000 |
Industrial |
0 |
0.0000 |
0 |
0.0000 |
Institutional |
238 |
0.0542 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0920 MGD
Updated Metered Connections to Represent Lead Service Line Inventory results. Unidirectional flushing was performed in 2024. 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 |
Maysville, Town of |
04-52-010 |
0.0691 |
366 |
0.0000 |
|
Yes |
Yes |
6 |
Regular |
Pollocksville, Town of |
04-52-015 |
0.0000 |
0 |
0.0000 |
|
Yes |
Yes |
6 |
Emergency |
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 |
0.7002 |
1.3170 |
May |
0.8417 |
1.0940 |
Sep |
0.8396 |
1.0770 |
Feb |
0.6810 |
1.0370 |
Jun |
0.8605 |
1.1100 |
Oct |
0.7794 |
1.0510 |
Mar |
0.6883 |
1.0700 |
Jul |
0.8135 |
1.0410 |
Nov |
0.7165 |
1.0640 |
Apr |
0.7670 |
1.0680 |
Aug |
0.8553 |
1.0460 |
Dec |
0.7131 |
0.8980 |

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 |
0.1020 |
341 |
0.2640 |
0.1440 |
CUA25 |
|
Regular |
10 |
0.1021 |
366 |
0.2390 |
0.2160 |
CUA0 |
|
Regular |
2 |
0.0012 |
33 |
0.0020 |
0.1440 |
CUA25 |
|
Regular |
3 |
0.0508 |
339 |
0.1280 |
0.1440 |
CUA25 |
|
Regular |
4 |
0.0000 |
0 |
|
0.1440 |
CUA25 |
|
Regular |
5B |
0.0767 |
352 |
0.1990 |
0.1440 |
CUA0 |
|
Regular |
7 |
0.1574 |
366 |
0.2460 |
0.1008 |
CUA0 |
|
Regular |
8B |
0.1954 |
364 |
0.2940 |
0.1440 |
CUA0 |
|
Regular |
9 |
0.1023 |
366 |
0.2150 |
0.2160 |
CUA0 |
|
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 |
481 |
|
466 |
481 |
6 |
278 |
Yes |
10 |
254 |
|
219 |
249 |
12 |
142 |
Yes |
2 |
498 |
|
482 |
497 |
6 |
231 |
Yes |
3 |
576 |
|
540 |
570 |
8 |
192 |
Yes |
4 |
538 |
|
506 |
538 |
10 |
307 |
Yes |
5B |
295 |
|
285 |
295 |
12 |
285 |
Yes |
7 |
303 |
|
238 |
300 |
12 |
163 |
Yes |
8B |
317 |
|
230 |
310 |
12 |
215 |
Yes |
9 |
260 |
|
225 |
255 |
12 |
142 |
Yes |
Water Treatment Plants
Plant Name |
Permitted Capacity (MGD) |
Is Raw Water Metered? |
Is Finished Water Ouput Metered? |
Source |
WT1 |
0.9000 |
Yes |
Yes |
Wells 9 & 10 |
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
0.0000 |
May |
0.0000 |
Sep |
0.0000 |
Feb |
0.0000 |
Jun |
0.0000 |
Oct |
0.0000 |
Mar |
0.0000 |
Jul |
0.0000 |
Nov |
0.0000 |
Apr |
0.0000 |
Aug |
0.0000 |
Dec |
0.0000 |

Jones County Regional Water System does not operate a wastewater facility. We provide water to the residents of Trenton who are on the Trenton sewer system and the wastewater is treated at the Trenton wastewater facility. Wastewater Permits
Permit Number |
Type |
Permitted Capacity (MGD) |
Design Capacity (MGD) |
Average Annual Daily Discharge (MGD) |
Maximum Day Discharge (MGD) |
Receiving Stream |
Receiving Basin |
NC0089800 |
WTP |
1.0000 |
0.0211 |
0.0000 |
0.1000 |
Trent River in Pollocksville |
Trent River (10-3) |
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
8,999 |
9,150 |
9,200 |
9,250 |
9,300 |
9,350 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.3800 |
0.4118 |
0.4140 |
0.4163 |
0.4185 |
0.4208 |
Commercial |
0.0691 |
0.0709 |
0.0710 |
0.0711 |
0.0712 |
0.0713 |
Industrial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Institutional |
0.0542 |
0.0600 |
0.0700 |
0.0800 |
0.0900 |
0.1000 |
System Process |
0.0920 |
0.0325 |
0.0335 |
0.0345 |
0.0355 |
0.0365 |
Unaccounted-for |
0.1077 |
0.1286 |
0.1316 |
0.1346 |
0.1376 |
0.1405 |
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 |
1.1676 |
1.1676 |
1.1676 |
1.1676 |
1.1676 |
1.1676 |
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) |
1.1676 |
1.1676 |
1.1676 |
1.1676 |
1.1676 |
1.1676 |
Service Area Demand |
0.7030 |
0.7038 |
0.7201 |
0.7365 |
0.7528 |
0.7691 |
Sales |
0.0691 |
0.0691 |
0.0691 |
0.0691 |
0.0691 |
0.0691 |
Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Demand (MGD) |
0.7721 |
0.7729 |
0.7892 |
0.8056 |
0.8219 |
0.8382 |
Demand as Percent of Supply |
66% |
66% |
68% |
69% |
70% |
72% |

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 42 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? N/A
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? Jones county is in the planning phase of increasing our water treatment plant capacity.
How does the water system intend to implement the demand management and supply planning components above? Jones County works with a local engineering firm to secure grant funds to increase our capacity and upgrade our existing infrastructure.
Additional Information
Has this system participated in regional water supply or water use planning? Yes, Jones County participated and approved an Alternate Water Supply Evaluation Plan in 2012-2013.
What major water supply reports or studies were used for planning? The study was performed on the Castle Hayne Aquifer and the construction of our water treatment plant. The study was performed by our engineer.
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: Jones county continues to receive grants to upgrade our water system and we remain vigilant finding and repairing leaks and replacing faulty metering equipment.
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.
|