Drexel

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: Drexel   PWSID: 01-12-045
Mailing Address:PO Box 188
Drexel, NC 28619		Ownership:Municipality
 
Contact Person:Bill CarrollTitle:Town Manager
Phone:828-437-7421Cell/Mobile:--
 
Secondary Contact:Kristen Powell Phone:828-437-7424
Mailing Address:P. O. Box 188
Drexel, NC 28619		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 2.00 %
Cast Iron 2-6 61.00 %
Ductile Iron 6-12 20.00 %
Galvanized Iron 2 1.00 %
Polyvinyl Chloride 2-8 16.00 %
What are the estimated total miles of distribution system lines?   21 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   0
How old are the oldest meters in this system?   50 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   4
What is this system's finished water storage capacity?   1.0000 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
Programs
Does this system have a program to work or flush hydrants?   Yes, Annually
Does this system have a valve exercise program?   No
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?   Yes
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   Increasing 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?   Yes

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Catawba River (03-1)100 %
County(s)% of Service Population
Burke100 %
What was the year-round population served in 2025?   3,200
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 1,263 0.1800 0 0.0000
Commercial 50 0.0247 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.)?   0.0030 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
Valdese 01-12-010 0.0000 0 0.0000 No No 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 0.2560 May 0.2390 Sep 0.2410
Feb 0.2010 Jun 0.2340 Oct 0.2450
Mar 0.2080 Jul 0.2530 Nov 0.2360
Apr 0.2300 Aug 0.2610 Dec 0.2200

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
MORGANTON 01-12-015 0.2410 365 0.8600 2030 Yes Yes 12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1900 May 0.2540 Sep 0.1840
Feb 0.3020 Jun 0.1980 Oct 0.1670
Mar 0.1700 Jul 0.2370 Nov 0.1670
Apr 0.2720 Aug 0.1860 Dec 0.1717

How many sewer connections does this system have?   998
How many water service connections with septic systems does this system have?   119
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
Valdese 01-12-010 Discharging 0.2090 365 0.5000

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 3,200 3,200 3,200 3,200 3,200 3,200
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1800 0.1500 0.1500 0.1500 0.1500 0.1500
Commercial 0.0247 0.0300 0.0300 0.0300 0.0300 0.0300
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 0.0030 0.0030 0.0030 0.0030 0.0030 0.0030
Unaccounted-for 0.0333 0.0600 0.0600 0.0600 0.0600 0.0600
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 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.8600 0.8600 0.8600 0.8600 0.8600 0.8600
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.8600 0.8600 0.8600 0.8600 0.8600 0.8600
Service Area Demand 0.2410 0.2430 0.2430 0.2430 0.2430 0.2430
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) 0.2410 0.2430 0.2430 0.2430 0.2430 0.2430
Demand as Percent of Supply 28% 28% 28% 28% 28% 28%

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 56 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, WPCOG planning regarding inter-basin transfers

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.