McAdenville

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: McAdenville   PWSID: 01-36-045
Mailing Address:P.O. Box 9
McAdenville, NC 28101		Ownership:Municipality
 
Contact Person:Lesley DellingerTitle:Town Administrator/Clerk
Phone:704-824-3190Cell/Mobile:704-000-0000
 
Secondary Contact:Kyle R. Butler Phone:704-866-6768
Mailing Address:PO Box 1748
Gastonia, NC 28053		Cell/Mobile:704-000-0000
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 10,12 21.00 %
Cast Iron 12 12.00 %
Ductile Iron 6,8 18.00 %
Galvanized Iron 2,4 40.00 %
Polyvinyl Chloride 2,3 9.00 %
What are the estimated total miles of distribution system lines?   6 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?   11
How old are the oldest meters in this system?   21 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   71
What is this system's finished water storage capacity?   0.0000 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, As Needed
Does this system have a valve exercise program?   No
Does this system have a cross-connection program?   Yes
Does this system have a program to replace meters?   No
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, 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
South Fork Catawba River (03-2)100 %
County(s)% of Service Population
Gaston100 %
What was the year-round population served in 2024?   930
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 330 0.0450 6 0.0001
Commercial 34 0.0050 0 0.0000
Industrial 5 0.0700 0 0.0000
Institutional 9 0.0030 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0150 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 0.1322 May 0.1605 Sep 0.2194
Feb 0.1473 Jun 0.1689 Oct 0.1618
Mar 0.1338 Jul 0.1788 Nov 0.1839
Apr 0.1333 Aug 0.1867 Dec 0.1492

Purchases from Two Rivers Utilities / City of Gastonia. Data is based on monthly billings, not usage from first to last day of each month.

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
Gastonia 01-36-010 0.1629 366 1.0000 2030 Yes Yes 12,10 Regular
Lowell 01-36-060 0.0000 0 0.0000 No No 10 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1950 May 0.1292 Sep 0.1283
Feb 0.1419 Jun 0.1397 Oct 0.1291
Mar 0.1217 Jul 0.1415 Nov 0.1432
Apr 0.1295 Aug 0.1330 Dec 0.1351

How many sewer connections does this system have?   305
How many water service connections with septic systems does this system have?   80
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
Two Rivers Utilities / Gastonia 01-36-010 Discharging 0.1389 366 0.1800

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 930 893 850 812 776 742
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0451 0.0433 0.0411 0.0392 0.0374 0.0357
Commercial 0.0050 0.0048 0.0045 0.0044 0.0041 0.0040
Industrial 0.0700 0.0700 0.0700 0.0700 0.0700 0.0700
Institutional 0.0030 0.0048 0.0045 0.0044 0.0041 0.0040
System Process 0.0150 0.0150 0.0150 0.0150 0.0150 0.0150
Unaccounted-for 0.0248 0.0248 0.0243 0.0239 0.0235 0.0231

The Town of McAdenville is in a state of decline of 0.5%.

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 1.0000 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) 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
Service Area Demand 0.1629 0.1627 0.1594 0.1569 0.1541 0.1518
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) 0.1629 0.1627 0.1594 0.1569 0.1541 0.1518
Demand as Percent of Supply 16% 16% 16% 16% 15% 15%

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 48 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.