Archdale

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: Archdale   PWSID: 02-76-030
Mailing Address:P.O. Box 14068
Archdale, NC 27263		Ownership:Municipality
 
Contact Person:Steve DavisTitle:Public Works Supervisor
Phone:336-207-2640Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 58.00 %
Ductile Iron 12 12.00 %
Polyvinyl Chloride 6-12 30.00 %
What are the estimated total miles of distribution system lines?   51 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?   170
How old are the oldest meters in this system?   11 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   127
What is this system's finished water storage capacity?   0.7500 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, As Needed
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?   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?   Yes

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Deep River (02-2)94 %
Uwharrie River (18-3)6 %
County(s)% of Service Population
Randolph96 %
Guilford4 %
What was the year-round population served in 2024?   12,700
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 4,638 0.7410 0 0.0000
Commercial 315 0.1310 0 0.0000
Industrial 32 0.0100 0 0.0000
Institutional 77 0.0170 1 0.0010

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0200 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
Aqua America 02-76-101 0.0388 366 0.0320 Yes 2 Regular
Davidson Water Inc 02-29-025 0.0000 0 No Yes 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 0.8830 May 0.9730 Sep 0.9560
Feb 0.8900 Jun 1.0510 Oct 0.9360
Mar 0.8500 Jul 1.0060 Nov 0.9280
Apr 0.9240 Aug 0.9600 Dec 0.8980

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
Davidson WS 02-29-025 0.5875 12 0.1470 2014 Yes Yes 12 Emergency
High Point 02-41-020 0.0011 366 0.5000 Yes Yes 12 Regular
Piedmont Triad Regional Water Authority 30-76-010 0.9380 366 1.5590 2057 Yes Yes 16 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 1.0771 May 1.1650 Sep 1.2901
Feb 1.1000 Jun 0.8495 Oct 0.9039
Mar 1.2065 Jul 0.7800 Nov 0.9322
Apr 0.9067 Aug 0.9494 Dec 0.8409

How many sewer connections does this system have?   4,875
How many water service connections with septic systems does this system have?   170
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
WQCS00312 CS 2.5000 2.5000 0.0000 Deep River (02-2) Deep River (02-2)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
High Point 02-41-020 Discharging 0.9960 366 2.5000

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 12,700 13,100 13,500 13,900 14,400 14,860
Seasonal Population 0 0 0 0 0 0
 
Residential 0.7410 0.8300 0.9300 1.0400 1.1600 1.3000
Commercial 0.1310 0.1920 0.2150 0.2410 0.2700 0.3020
Industrial 0.0100 0.0100 0.0015 0.0200 0.0250 0.0300
Institutional 0.0180 0.0200 0.0250 0.0300 0.0350 0.0400
System Process 0.0200 0.0250 0.0300 0.0350 0.0400 0.0450
Unaccounted-for -0.0004 0.1680 0.1835 0.2011 0.2178 0.2363
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 2.0590 2.0590 2.0590 2.0590 2.0590 2.0590
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 2.0590 2.0590 2.0590 2.0590 2.0590 2.0590
Service Area Demand 0.9196 1.2450 1.3850 1.5671 1.7478 1.9533
Sales 0.0388 0.0388 0.0388 0.0388 0.0388 0.0388
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.9584 1.2838 1.4238 1.6059 1.7866 1.9921
Demand as Percent of Supply 47% 62% 69% 78% 87% 97%

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 58 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?   Invest in the next of the PTRWA expansion and increase the purchase amounts. When the plant expands we will have an additional 0.891 MGD.

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, Yes, we are members of the Piedmont Triad Regional Water Authority.

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.