Randleman

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:	Randleman	PWSID:	02-76-015
Mailing Address:	204 S. Main St. Randleman, NC 27317	Ownership:	Municipality

Contact Person:	Anthony Scott Pyrtle	Title:	ORC Water Dist./ Collections
Phone:	336-669-2936	Cell/Mobile:	--

Distribution System

Line Type	Size Range (Inches)	Estimated % of lines
Asbestos Cement	6-12	28.31 %
Cast Iron	6-12	24.75 %
Ductile Iron	12-16	4.95 %
Galvanized Iron	1-2	1.98 %
Polyvinyl Chloride	6-12	40.01 %

What are the estimated total miles of distribution system lines? 44 Miles

How many feet of distribution lines were replaced during 2024? 0 Feet

How many feet of new water mains were added during 2024? 2,380 Feet

How many meters were replaced in 2024? 44

How old are the oldest meters in this system? 30 Year(s)

How many meters for outdoor water use, such as irrigation, are not billed for sewer services? 15

What is this system's finished water storage capacity? 0.8500 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, Monthly

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? Yes

Does this system have a leak detection program? No

Water Conservation

What type of rate structure is used? Flat/Fixed, 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? Yes

2. Water Use Information

Service Area

Sub-Basin(s)	% of Service Population
Deep River (02-2)	100 %

County(s)	% of Service Population
Randolph	100 %

What was the year-round population served in 2024? 4,696

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	2,330	0.2350	1	0.0150
Commercial	224	0.0670	0	0.0000
Industrial	11	0.0620	1	0.0050
Institutional	11	0.0200	1	0.0010

How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0600 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	0.6160	0.9060	May	0.5320	0.6420	Sep	0.5420	0.6780
Feb	0.6760	1.0400	Jun	0.5570	0.6950	Oct	0.5430	0.8100
Mar	0.6350	1.0310	Jul	0.5310	0.6720	Nov	0.5520	1.0350
Apr	0.5770	0.7020	Aug	0.5230	0.7030	Dec	0.5180	0.7170

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
Seller	PWSID	Average Daily Purchased (MGD)	Days Used	MGD	Expiration	Recurring	Required to comply with water use restrictions?	Pipe Size(s) (Inches)	Use Type
Asheboro, City of	02-76-010	0.0920	365	0.1250	2025	Yes	Yes	12	Regular
Peidmont Triad Regional Water Authority	30-76-010	0.4740	365	1.0000	2057	Yes	Yes	24	Regular

4. Wastewater Information

Monthly Discharges

	Average Daily Discharge (MGD)		Average Daily Discharge (MGD)		Average Daily Discharge (MGD)
Jan	0.5539	May	0.4811	Sep	0.4345
Feb	0.4122	Jun	0.3253	Oct	0.3357
Mar	0.5141	Jul	0.4476	Nov	0.3567
Apr	0.3892	Aug	0.4550	Dec	0.4411

How many sewer connections does this system have? 2,100

How many water service connections with septic systems does this system have? 365

Are there plans to build or expand wastewater treatment facilities in the next 10 years? No

Wastewater Permits

Permit Number	Type	Permitted Capacity (MGD)	Design Capacity (MGD)	Average Annual Daily Discharge (MGD)	Maximum Day Discharge (MGD)	Receiving Stream	Receiving Basin
NC0025445	WWTP	1.7450	1.7450	0.4012	1.8730	Deep River	Deep River (02-2)

Wastewater Interconnections

Water System	PWSID	Type	Average Daily Amount		Contract Maximum (MGD)
Water System	PWSID	Type	MGD	Days Used	Contract Maximum (MGD)
City of Asheboro	02-76-010	Discharging	0.0277	366	0.1250

5. Planning

Projections

	2024	2030	2040	2050	2060	2070
Year-Round Population	4,696	4,741	4,899	5,056	5,213	5,371
Seasonal Population	0	0	0	0	0	0

Residential	0.2500	0.2513	0.2596	0.2680	0.2763	0.2847
Commercial	0.0670	0.0674	0.0681	0.0688	0.0695	0.0702
Industrial	0.0670	0.0674	0.0681	0.0688	0.0695	0.0702
Institutional	0.0210	0.0211	0.0213	0.0216	0.0218	0.0220
System Process	0.0600	0.0604	0.0610	0.0616	0.0622	0.0628
Unaccounted-for	0.0995	0.0826	0.0844	0.0863	0.0882	0.0901

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	1.1250	1.1250	1.1250	1.1250	1.1250	1.1250
Future Supplies		0.0000	0.0000	0.0000	0.0000	0.0000
Total Available Supply (MGD)	1.1250	1.1250	1.1250	1.1250	1.1250	1.1250
Service Area Demand	0.5645	0.5502	0.5625	0.5751	0.5875	0.6000
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)	0.5645	0.5502	0.5625	0.5751	0.5875	0.6000
Demand as Percent of Supply	50%	49%	50%	51%	52%	53%

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 53 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? We would have to negotiate contracts with other municipalities for a percentage of their water purchased from PTRWA.

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:

NC DEQ Division of Water ResourcesLocal Water Supply Planning