Polk Ford/Renee Ford

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: Polk Ford/Renee Ford   PWSID: 20-84-008
Mailing Address:PO Box 699
Stanfield, NC 28163		Ownership:Municipality
 
Contact Person:Nick HathcockTitle:ORC
Phone:704-888-0498Cell/Mobile:704-201-7512
 
Secondary Contact:Bridgette Helms Phone:704-888-2386
Mailing Address:PO Box 699
Stanfield, NC 28163		Cell/Mobile:704-201-7512
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 6-8 100.00 %
What are the estimated total miles of distribution system lines?   12 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?   12
How old are the oldest meters in this system?   9 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?   0.0000 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

The Town of Stanfield has no storage capacity. However, Stanly County, our water provider, does hold storage allocated for Stanfield.

Programs
Does this system have a program to work or flush hydrants?   Yes, As Needed
Does this system have a valve exercise program?   Yes, As Needed
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

NC Rural Water provides leak detection assistance upon request. Radio read meters have leak detection indicators.

Water Conservation
What type of rate structure is used?   Decreasing Block, Uniform
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?   No

Water for our system is purchased from Stanly County which is purchased from the City of Albemarle. These are the only connections we deem necessary.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Rocky River (18-4)100 %
County(s)% of Service Population
Stanly100 %
What was the year-round population served in 2024?   985
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 397 0.0535 0 0.0000
Commercial 5 0.0002 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0019 MGD

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 0.0462 0.0564 May 0.0613 0.0838 Sep 0.0677 0.1601
Feb 0.0447 0.0497 Jun 0.0683 0.1186 Oct 0.0710 0.1706
Mar 0.0435 0.1093 Jul 0.0723 0.0883 Nov 0.0588 0.0710
Apr 0.0549 0.0696 Aug 0.0602 0.0932 Dec 0.0629 0.1118

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
Stanly County Utilities 01-84-035 0.0596 365 0.0800 2026 Yes Yes 6-8 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0045 May 0.0049 Sep 0.0044
Feb 0.0043 Jun 0.0055 Oct 0.0038
Mar 0.0041 Jul 0.0054 Nov 0.0041
Apr 0.0047 Aug 0.0042 Dec 0.0041

How many sewer connections does this system have?   41
How many water service connections with septic systems does this system have?   361
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Stanly County 01-84-035 Discharging 0.0045 365 0.1500

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 985 1,000 1,000 1,000 1,000 1,000
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0535 0.0500 0.0500 0.0500 0.0500 0.0500
Commercial 0.0002 0.0003 0.0003 0.0003 0.0003 0.0003
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.0019 0.0030 0.0030 0.0030 0.0030 0.0030
Unaccounted-for 0.0038 0.0062 0.0062 0.0062 0.0062 0.0062

Projected unaccounted-for water was adjusted to 10% of total demand which is the historical average.

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 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800
Service Area Demand 0.0594 0.0595 0.0595 0.0595 0.0595 0.0595
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) 0.0594 0.0595 0.0595 0.0595 0.0595 0.0595
Demand as Percent of Supply 74% 74% 74% 74% 74% 74%

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 54 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:   

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.