Marshville

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: Marshville   PWSID: 01-90-015
Mailing Address:118 E. Union St.
Marshville, NC 28103		Ownership:Municipality
 
Contact Person:Bivens SteeleTitle:Water / Sewer ORC
Phone:704-624-2515Cell/Mobile:704-695-5274
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 2.00 %
Cast Iron 6,8 21.00 %
Ductile Iron 6 10.00 %
Galvanized Iron 2 5.00 %
Polyvinyl Chloride 6,8 62.00 %
What are the estimated total miles of distribution system lines?   46 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   20
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?   0
What is this system's finished water storage capacity?   0.2500 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.   Yes
Programs
Does this system have a program to work or flush hydrants?   Yes, Annually
Does this system have a valve exercise program?   No, 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?   No
Does this system have a leak detection program?   Yes

Public Works has installed radio read meters which are able to send alerts if excessive usage is occurring at the service address. Public Works also reads the main water meter daily to compare daily water usage to determine if we have any leaks.

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

Marshville has an emergency 6-inch connection with the Town of Wingate. Marshville did not use this connection in 2025.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Rocky River (18-4)100 %
County(s)% of Service Population
Union100 %
What was the year-round population served in 2025?   2,500
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 1,245 0.2560 0 0.0000
Commercial 34 0.0062 0 0.0000
Industrial 1 0.0031 0 0.0000
Institutional 1 0.0030 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0020 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
Town of Wingate 01-90-030 0.0000 0 0.0000 Yes No 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 0.2820 May 0.2985 Sep 0.2744
Feb 0.2875 Jun 0.3397 Oct 0.2823
Mar 0.2706 Jul 0.3417 Nov 0.2767
Apr 0.3126 Aug 0.4410 Dec 0.2670

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
Anson County 03-04-010 0.3062 365 2.0000 2041 Yes Yes 8 Regular
Wingate 01-90-030 0.0000 0 0.0000 Yes Yes 6 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.3067 May 0.3688 Sep 0.3809
Feb 0.4241 Jun 0.4294 Oct 0.2690
Mar 0.4331 Jul 0.4287 Nov 0.2292
Apr 0.5160 Aug 0.4502 Dec 0.2785

How many sewer connections does this system have?   929
How many water service connections with septic systems does this system have?   340
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

Marshville is in the construction phases of building new pump stations to increase wastewater capacities to Anson County.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
WQCS00344 CS 0.6900 0.6900 0.0000 PeeDee Yadkin River Rocky River (18-4)

Wastewater discharge is accounted for in the wastewater interconnections section.

Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Anson County 03-04-010 Discharging 0.1786 365 1.0000
Union County 01-90-413 Discharging 0.2019 365 0.4000

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 2,500 2,750 3,025 3,327 3,660 4,026
Seasonal Population 0 0 0 0 0 0
 
Residential 0.2560 0.2472 0.2723 0.2993 0.3289 0.3615
Commercial 0.0062 0.0200 0.0202 0.0204 0.0206 0.0208
Industrial 0.0031 0.0030 0.0030 0.0031 0.0031 0.0031
Institutional 0.0030 0.0030 0.0030 0.0031 0.0031 0.0031
System Process 0.0020 0.0020 0.0020 0.0020 0.0020 0.0020
Unaccounted-for 0.0359 0.0448 0.0486 0.0534 0.0582 0.0636

Projected residential demand was adjusted to produce a consumption rate of 90 GPCD which is the historical average.

Projected unaccounted-for demand was adjusted to 14% of total demand which is the historical average.

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 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000
Service Area Demand 0.3062 0.3200 0.3491 0.3813 0.4159 0.4541
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) 0.3062 0.3200 0.3491 0.3813 0.4159 0.4541
Demand as Percent of Supply 15% 16% 17% 19% 21% 23%

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 102 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.    

Are there other demand management practices you will implement to reduce your future supply needs?   

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   

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

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:   Marshville Public Works will continue to make water line repairs as quickly as possible to prevent water loss.

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.