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 2024?   0 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   40
How old are the oldest meters in this system?   21 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.   No
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 is 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 the connection in 2024.

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 2024?   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 1,241 0.2510 0 0.0000
Commercial 34 0.0050 0 0.0000
Industrial 1 0.0030 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 0.2688 May 0.3070 Sep 0.2723
Feb 0.3898 Jun 0.3060 Oct 0.2649
Mar 0.2708 Jul 0.2463 Nov 0.2946
Apr 0.2881 Aug 0.3451 Dec 0.2578

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 0.2920 365 0.7000 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 0.5246 May 0.4044 Sep 0.4749
Feb 0.3900 Jun 0.3270 Oct 0.3670
Mar 0.3966 Jul 0.3045 Nov 0.3109
Apr 0.4191 Aug 0.4091 Dec 0.3501

How many sewer connections does this system have?   925
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 planning stages of building new pump stations to increase wastewater capacity 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 WW interconnection section

Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Anson County 03-04-010 Discharging 0.1928 365 1.0000
Union County 01-90-413 Discharging 0.1973 365 0.3760

5. Planning

Projections
  2024 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 0.2510 0.2420 0.2662 0.2928 0.3221 0.3543
Commercial 0.0050 0.0200 0.0202 0.0204 0.0206 0.0208
Industrial 0.0030 0.0030 0.0030 0.0031 0.0031 0.0031
Institutional 0.0030 0.0050 0.0051 0.0051 0.0052 0.0052
System Process 0.0020 0.0020 0.0020 0.0021 0.0021 0.0021
Unaccounted-for 0.0272 0.0444 0.0483 0.0527 0.0575 0.0628
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 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.7000 0.7000 0.7000 0.7000 0.7000 0.7000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.7000 0.7000 0.7000 0.7000 0.7000 0.7000
Service Area Demand 0.2912 0.3164 0.3448 0.3762 0.4106 0.4483
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) 0.2912 0.3164 0.3448 0.3762 0.4106 0.4483
Demand as Percent of Supply 42% 45% 49% 54% 59% 64%

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 100 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?   No changes.

How does the water system intend to implement the demand management and supply planning components above?   No Changes.

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.