Asheboro

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: Asheboro   PWSID: 02-76-010
Mailing Address:P.O. Box 1106
Asheboro, NC 27203		Ownership:Municipality
 
Contact Person:Michael RhoneyTitle:Water Resources Director
Phone:336-626-1201Cell/Mobile:336-736-0312
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 4.10 %
Cast Iron 3-16 60.00 %
Ductile Iron 3-16 30.50 %
Galvanized Iron 1-2 1.20 %
Other 8-16 0.50 %
Polyvinyl Chloride 1.5-8 3.70 %
What are the estimated total miles of distribution system lines?   244 Miles
How many feet of distribution lines were replaced during 2024?   1,530 Feet
How many feet of new water mains were added during 2024?   6,185 Feet
How many meters were replaced in 2024?   376
How old are the oldest meters in this system?   57 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   279
What is this system's finished water storage capacity?   6.3600 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, Semi-Annually
Does this system have a valve exercise program?   Yes, 2 Years or More
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?   No
Water Conservation
What type of rate structure is used?   Flat/Fixed
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

We are working on a project to connect to PTRWA. These plans are at 90% complete and about ready to bid.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Deep River (02-2)61 %
Uwharrie River (18-3)34 %
Yadkin River (18-1)5 %
County(s)% of Service Population
Randolph100 %
What was the year-round population served in 2024?   27,726
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 11,732 1.2660 0 0.0000
Commercial 2,009 1.7300 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 15 0.1670 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.5950 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
Randleman 02-76-015 0.1010 366 0.1250 2025 Yes Yes 12 Regular
Seagrove 02-76-040 0.1950 366 0.5000 2030 Yes Yes 8;12 Regular

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 5.0390 6.3500 May 5.5220 6.9890 Sep 5.3590 6.1440
Feb 5.2330 6.2590 Jun 5.7250 7.6850 Oct 5.4490 6.2470
Mar 5.1970 5.8970 Jul 5.5190 6.4670 Nov 5.3590 6.7000
Apr 5.4270 6.4070 Aug 5.7520 7.3560 Dec 5.0720 8.5530

Surface Water Sources
Stream Reservoir Average Daily Withdrawal Maximum Day
Withdrawal (MGD)		 Available Raw
Water Supply		 Usable On-Stream
Raw Water Supply
Storage (MG)
MGD Days Used MGD * Qualifier
Back Creek Lake Lucas 4.6578 119 7.6850 12.0000 SY20 1,250.0000
Unknown Lake McCrary 0.0000 0 0.0000 0.5000 SY20 40.0000
Unknown Lake Bunch 3.0000 31 3.0000 0.5000 SY20 110.0000
Uwharrie River Lake Reese 5.3630 247 8.5530 13.5000 SY20 2,400.0000

* Qualifier: C=Contract Amount, SY20=20-year Safe Yield, SY50=50-year Safe Yield, F=20% of 7Q10 or other instream flow requirement, CUA=Capacity Use Area Permit

Surface Water Sources (continued)
Stream Reservoir Drainage Area
(sq mi)		 Metered? Sub-Basin County Year
Offline		 Use
Type
Back Creek Lake Lucas 16 Yes Uwharrie River (18-3) Randolph Regular
Unknown Lake McCrary 1 No Uwharrie River (18-3) Randolph Emergency
Unknown Lake Bunch 3 No Uwharrie River (18-3) Randolph Emergency
Uwharrie River Lake Reese 108 Yes Uwharrie River (18-3) Randolph Regular
What is this system's off-stream raw water supply storage capacity?   0 Million gallons
Are surface water sources monitored?   Yes, Daily
Are you required to maintain minimum flows downstream of its intake or dam?   Yes
Does this system anticipate transferring surface water between river basins?   Yes

We transfer from the Uwharrie Basin to the Deep River Basin

Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
W. L. Brown Jr - City of Asheb 12.0000 Yes Yes Lakes Lucas, Reese, Bunch
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?  No
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?  No
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 4.8920 May 4.2740 Sep 4.1230
Feb 3.8370 Jun 2.9590 Oct 3.1660
Mar 4.7800 Jul 3.5370 Nov 2.9620
Apr 3.5370 Aug 3.8210 Dec 3.4390

How many sewer connections does this system have?   11,969
How many water service connections with septic systems does this system have?   1,677
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

We will need to add additional technology to meet future permit demands.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
NC0026123 WWTP 9.0000 9.0000 3.7860 10.2270 Hasketts Creek Deep River (02-2)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 27,726 29,112 30,568 32,096 33,701 35,386
Seasonal Population 0 0 0 0 0 0
 
Residential 1.2660 1.3290 1.4020 1.4800 1.5610 1.6470
Commercial 1.7300 1.8170 1.9070 2.0030 2.1030 2.2080
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.1670 0.1680 0.1690 0.1700 0.1710 0.1720
System Process 0.5950 0.6000 0.6000 0.6774 0.7120 0.7484
Unaccounted-for 1.3338 1.0758 1.1207 1.1687 1.2187 1.2708
Future Water Sales
Purchaser PWSID Contract Pipe Size(s) (Inches) Use Type
MGD Year Begin Year End
Siler City 03-19-010 2.0000 2030 Regular
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Piedmont Triad Water Authority 30-76-010 Ground 1.2500 2026 Regular
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 25.5000 25.5000 25.5000 25.5000 25.5000 25.5000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 1.2500 1.2500 1.2500 1.2500 1.2500
Total Available Supply (MGD) 25.5000 26.7500 26.7500 26.7500 26.7500 26.7500
Service Area Demand 5.0918 4.9898 5.1987 5.4991 5.7657 6.0462
Sales 0.2960 0.6250 0.6250 0.6250 0.6250 0.6250
Future Sales 2.0000 2.0000 2.0000 2.0000 2.0000
Total Demand (MGD) 5.3878 7.6148 7.8237 8.1241 8.3907 8.6712
Demand as Percent of Supply 21% 28% 29% 30% 31% 32%

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 46 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?  Yes, We were part of the US 421 Corridor study

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.