Maysville

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   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:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-8 5.33 %
Galvanized Iron 2 0.00 %
Polyvinyl Chloride 4-8 94.67 %
What are the estimated total miles of distribution system lines?   12 Miles
How many feet of distribution lines were replaced during 2024?   2,964 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   4
How old are the oldest meters in this system?   19 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   6
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

Most meters in the system were replaced in 2020. Maysville replaced 2,964 feet of 8” ACP with 8” PVC as part of the Main St Water Line Project.

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

NCRWA provides leak detection services on an as needed basis.

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 System as the primary source of water. A new treatment system is schedule to come online in 2025, making Jones County an 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 2024?   1,083
Has this system acquired another system since last report?   No

Population decrease based on 2.45 persons per household. This was based on previous PWS persons per household x connections = Population.

Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 400 0.0398 0 0.0000
Commercial 42 0.0051 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

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 in 2024.

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 0.0658 May 0.0735 Sep 0.0658
Feb 0.0624 Jun 0.0743 Oct 0.0709
Mar 0.0630 Jul 0.0743 Nov 0.0702
Apr 0.0595 Aug 0.0741 Dec 0.0732

All water was purchased from Jones County in 2024. The meter is not read daily; no way to determine max day. These readings are based on manual meter reads on the last day of each month and are what is reported in the GW/PW MOR system. Well sources did not run in 2024.

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

No Recorded water withdrawal during 2024 from the well sources. All Water used by the Town was purchased from Jones County.

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 Regional Water System 04-52-020 0.0689 366 0.0000 Yes Yes 6 Regular

Purchase amounts based on Monthly Billing from Jones County.

Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Maysville 0.1440 Yes Yes Castle Hayne
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2024?  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

Water Treatment Plant was not used in 2024. Additional engineering and equipment replacement is needed to bring the treatment plant online after 2023 upgrades were completed.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1069 May 0.0644 Sep 0.1035
Feb 0.0572 Jun 0.0413 Oct 0.0380
Mar 0.1605 Jul 0.0613 Nov 0.0426
Apr 0.1237 Aug 0.1459 Dec 0.0414

How many sewer connections does this system have?   437
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?   No
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 0.0822 0.6330 White Oak River White Oak River (17-1)

Only minor improvements and rehabilitation are planned for the WWTP.

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 1,083 980 820 685 573 479
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0398 0.0360 0.0300 0.0250 0.0200 0.0174
Commercial 0.0051 0.0046 0.0038 0.0032 0.0027 0.0022
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0146 0.0132 0.0110 0.0092 0.0077 0.0064
System Process 0.0010 0.0010 0.0013 0.0013 0.0015 0.0015
Unaccounted-for 0.0084 0.0076 0.0064 0.0054 0.0044 0.0038

Institutional connection is a recreational splash pad use is estimated. Projections based on a negative 1.97% growth rate per change in population between 2010 & 2020 utilizing census data.

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 0.1728 0.1728 0.1728 0.1728 0.1728 0.1728
Purchases 0.0689 0.0689 0.0689 0.0689 0.0689 0.0689
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.2417 0.2417 0.2417 0.2417 0.2417 0.2417
Service Area Demand 0.0689 0.0624 0.0525 0.0441 0.0363 0.0313
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) 0.0689 0.0624 0.0525 0.0441 0.0363 0.0313
Demand as Percent of Supply 29% 26% 22% 18% 15% 13%

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 37 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?   No Changes

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   The Town of Maysville has instituted a project to replace well # 1 with a new source. Well #1 currently feeds the Water Treatment Plant. The new source is not expected to require PFAS removal, only softening and iron removal.

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:   None

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.