Maysville, Town of

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: Maysville, Town of   PWSID: 04-52-010
Mailing Address:P.O. Box 265
Maysville, NC 28555		Ownership:Municipality
 
Contact Person:Schumata BrownTitle:Town Manager
Phone:910-734-4441Cell/Mobile:--
 
Secondary Contact:John Malone Phone:336-780-0786
Mailing Address:
, 		Cell/Mobile:336-780-0786
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-8 5.33 %
Galvanized Iron 2 0.00 %
Polyvinyl Chloride 2-8 94.67 %
What are the estimated total miles of distribution system lines?   12 Miles
How many feet of distribution lines were replaced during 2025?   200 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   10
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?   0.0750 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

200 ft 2" water line was replaced behind businesses off of 5th St.

Programs
Does this system have a program to work or flush hydrants?   Yes, Semi-Annually
Does this system have a valve exercise program?   No
Does this system have a cross-connection program?   Yes
Does this system have a program to replace meters?   No
Does this system have a plumbing retrofit program?   No
Does this system have an active water conservation public education program?   No
Does this system have a leak detection program?   Yes

New meters will flag a leak on all service lines. For water mains staff visually look for leaks when performing work in the distribution system daily.

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

The system is connected with Jones County water as a supplemental and emergency source.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
White Oak River (17-1)100 %
County(s)% of Service Population
Jones100 %
What was the year-round population served in 2025?   1,034
Has this system acquired another system since last report?   No

Population based on 2.45 person per household. PWS persons per house household x 407 residential connections = Population

Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 407 0.0419 0 0.0000
Commercial 44 0.0056 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 0 0.0000 1 0.0146

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0010 MGD

Institutional connection is an unmetered splash pad.

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
Jones County Regional Water System 04-52-020 0.0000 0 0.0000 Yes Yes 6 Emergency

No Water sold to Jones County in 2025.

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 0.0727 May 0.0752 Sep 0.0751 0.0735
Feb 0.0759 Jun 0.0735 Oct 0.0597 0.0760
Mar 0.0699 Jul 0.0789 Nov 0.0642 0.1190
Apr 0.0781 Aug 0.0812 Dec 0.0641 0.0695

Jan - Sep 18th = Water Purchased from Jones County Water System.
Sep 18th - Dec 31st = Water from Plant / Well Source

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
Well # 1 0.0638 104 0.1190 0.1728 CUA0 Regular
Well # 2 0.0000 0 0.1728 CUA0 2023 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
Well # 1 300 65 300 8 50 Yes
Well # 2 300 100 300 8 75 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   Yes

Well 2 is not in service.

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
Jones County Water System 04-52-020 0.0758 261 0.0000 Yes Yes 6 Regular

Jones County Water Purchased Jan 1 - Sept 18th. Source is now for Peaking and Emergency Use.

Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
MAYSVILLE WTP 0.1440 Yes Yes Well #1 (Castle Hayne Aquifer)
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 0.0346 May 0.1137 Sep 0.0406
Feb 0.0434 Jun 0.0997 Oct 0.0732
Mar 0.0529 Jul 0.0604 Nov 0.0880
Apr 0.0337 Aug 0.0968 Dec 0.0972

How many sewer connections does this system have?   446
How many water service connections with septic systems does this system have?   5
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

Phase 2 of WTP upgrades that double the size aeration basin, upgrade blowers and add tertiary treatment (add disc filter after clarifier) currently underway 2026.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
NC0021482 WWTP 0.1800 0.1800 0.0656 0.6600 White Oak River White Oak River (17-1)

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 1,034 955 798 667 558 467
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0419 0.0386 0.0322 0.0269 0.0224 0.0187
Commercial 0.0056 0.0052 0.0043 0.0036 0.0030 0.0025
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0146 0.0146 0.0146 0.0146 0.0146 0.0146
System Process 0.0010 0.0010 0.0015 0.0020 0.0025 0.0030
Unaccounted-for 0.0093 0.0088 0.0078 0.0069 0.0063 0.0057

Projection is based on a 1.97% negative growth rate per change in population between 2010 & 2020 utilizing census data. Institutional is a splash pad, consumption is expected to remain constant over the projection period (seasonal same hours per day).

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 0.1728 0.1728 0.1728 0.1728 0.1728 0.1728
Purchases 0.0758 0.0758 0.0758 0.0758 0.0758 0.0758
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.2486 0.2486 0.2486 0.2486 0.2486 0.2486
Service Area Demand 0.0724 0.0682 0.0604 0.0540 0.0488 0.0445
Sales 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0724 0.0682 0.0604 0.0540 0.0488 0.0445
Demand as Percent of Supply 29% 27% 24% 22% 20% 18%

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 41 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?   None

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   None

How does the water system intend to implement the demand management and supply planning components above?   N/A

Additional Information

Has this system participated in regional water supply or water use planning?  No

What major water supply reports or studies were used for planning?  

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.