Oakboro

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

Provisional

Water System Name: Oakboro   PWSID: 01-84-020
Mailing Address:PO Box 610
Oakboro, NC 28129		Ownership:Municipality
 
Contact Person:Reggie BowersTitle:Public Works Director
Phone:704-485-3351Cell/Mobile:--
 
Secondary Contact:Paul Langfield/NCRWA Phone:336-731-6963
Mailing Address:
, NC 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 20.00 %
Ductile Iron 6-12 30.00 %
Galvanized Iron 1-2 10.00 %
Polyvinyl Chloride 6-12 40.00 %
What are the estimated total miles of distribution system lines?   18 Miles
How many feet of distribution lines were replaced during 2025?   4,670 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   80
How old are the oldest meters in this system?   34 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   17
What is this system's finished water storage capacity?   0.5000 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?   No
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

We use NCRWA for leak detection as needed.

Water Conservation
What type of rate structure is used?   Decreasing 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

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 2025?   3,173
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 1,301 0.1610 0 0.0000
Commercial 68 0.1180 0 0.0000
Industrial 10 0.0040 0 0.0000
Institutional 13 0.0026 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0024 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 0.3110 May 0.5980 Sep 0.3990
Feb 0.2987 Jun 0.4510 Oct 0.4750
Mar 0.4660 Jul 0.3980 Nov 0.4290
Apr 0.5430 Aug 0.4810 Dec 0.4780

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 003 0.0512 365 0.1000 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
Well 003 260 40 0 0 6 238 Yes
Are ground water levels monitored?   No,
Does this system have a wellhead protection program?   Yes
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 co west Stanly dis 01-84-035 0.2700 365 1.0000 Yes Yes 12 Regular
STANLY CO-WEST STANLY DIST 01-84-035 0.0000 0 0.0000 Yes Yes 12 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.4880 May 0.5260 Sep 0.3770
Feb 0.3140 Jun 0.3970 Oct 0.2910
Mar 0.5130 Jul 0.4510 Nov 0.3410
Apr 0.2980 Aug 0.4910 Dec 0.4660

How many sewer connections does this system have?   1,099
How many water service connections with septic systems does this system have?   254
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 0.4120 365

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 3,173 3,221 3,369 3,523 3,685 3,854
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1610 0.1634 0.1709 0.1787 0.1869 0.1954
Commercial 0.1180 0.1198 0.1253 0.1310 0.1370 0.1432
Industrial 0.0040 0.0041 0.0043 0.0044 0.0046 0.0049
Institutional 0.0026 0.0026 0.0026 0.0026 0.0026 0.0026
System Process 0.0024 0.0024 0.0024 0.0024 0.0024 0.0024
Unaccounted-for 0.0332 0.0337 0.0352 0.0368 0.0384 0.0402
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 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000
Purchases 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 1.1000 1.1000 1.1000 1.1000 1.1000 1.1000
Service Area Demand 0.3212 0.3260 0.3407 0.3559 0.3719 0.3887
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) 0.3212 0.3260 0.3407 0.3559 0.3719 0.3887
Demand as Percent of Supply 29% 30% 31% 32% 34% 35%

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 51 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:   

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.