Lincolnton

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: Lincolnton   PWSID: 01-55-010
Mailing Address:1338 Reepsville Road
Lincolnton, NC 28092		Ownership:Municipality
 
Contact Person:Nolan HallmanTitle:Water Treatment Superintendent
Phone:704-736-8970Cell/Mobile:980-285-0616
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-10 20.60 %
Cast Iron 6-10 37.20 %
Ductile Iron 6-24 37.20 %
Polyvinyl Chloride 6-12 5.00 %
What are the estimated total miles of distribution system lines?   132 Miles
How many feet of distribution lines were replaced during 2024?   1,430 Feet
How many feet of new water mains were added during 2024?   15,134 Feet
How many meters were replaced in 2024?   10
How old are the oldest meters in this system?   59 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   209
What is this system's finished water storage capacity?   7.7000 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

Estimated total is lower because of a more accurate mapping of the distribution lines.

Programs
Does this system have a program to work or flush hydrants?   Yes, Quarterly
Does this system have a valve exercise program?   Yes, Annually
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?   Decreasing Block
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
Lincoln100 %
What was the year-round population served in 2024?   14,500
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 5,373 0.6430 0 0.0000
Commercial 747 0.3890 0 0.0000
Industrial 51 0.1308 0 0.0000
Institutional 88 0.1776 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.4027 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
City of Cherryville 01-36-030 0.5757 14 1.2000 2024 Yes Yes 12 Emergency
Lincoln County 01-55-035 0.8040 366 2.2500 2024 Yes Yes 12 Regular

Both sales contracts will be updated on the 2025 supply plan

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 2.6998 3.6810 May 3.1526 3.7130 Sep 3.3347 4.5520
Feb 2.6625 2.8750 Jun 3.6750 4.5700 Oct 3.4681 4.0130
Mar 2.6088 2.7150 Jul 3.5466 4.5720 Nov 2.9956 3.8730
Apr 2.8295 3.1610 Aug 3.4145 4.6210 Dec 2.9663 3.6500

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
South Fork Catawba River 3.1128 365 4.6210 12.0000 F 0.0000

* 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
South Fork Catawba River 390 Yes South Fork Catawba River (03-2) Lincoln Regular
What is this system's off-stream raw water supply storage capacity?   20 Million gallons
Are surface water sources monitored?   No,
Are you required to maintain minimum flows downstream of its intake or dam?   No
Does this system anticipate transferring surface water between river basins?   No
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
City of Cherryville 01-36-030 0.0000 0 1.2000 2024 Yes Yes 12 Emergency
Lincoln County 01-55-035 0.0000 0 1.0000 2024 Yes Yes 12 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
City of Lincolnton WTP 12.0000 Yes Yes South Fork of the Catawba River
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?  
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?  
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 2.4140 May 2.0840 Sep 2.3350
Feb 1.4360 Jun 1.2320 Oct 1.1370
Mar 1.8050 Jul 1.5280 Nov 1.0990
Apr 1.4910 Aug 1.7040 Dec 1.2410

How many sewer connections does this system have?   4,788
How many water service connections with septic systems does this system have?   68
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
NC0025496 WWTP 6.0000 6.0000 1.6260 2.4140 South Fork of the CatawbaRiver South Fork Catawba River (03-2)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 14,500 15,000 16,577 16,577 16,577 16,577
Seasonal Population 0 0 0 0 0 0
 
Residential 0.6430 0.7690 0.8450 0.8450 0.8450 0.8450
Commercial 0.3890 0.4250 0.5000 0.6000 0.6000 0.6000
Industrial 0.1308 0.2500 0.3750 0.5000 0.6000 0.7000
Institutional 0.1776 0.3000 0.3500 0.4000 0.4500 0.5000
System Process 0.4027 0.4550 0.4550 0.4550 0.4550 0.4550
Unaccounted-for 0.5352 0.5619 0.6452 0.7155 0.7538 0.7921
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 12.0000 12.0000 12.0000 12.0000 12.0000 12.0000
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 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 12.0000 12.0000 12.0000 12.0000 12.0000 12.0000
Service Area Demand 2.2783 2.7609 3.1702 3.5155 3.7038 3.8921
Sales 0.8260 2.2500 2.2500 2.2500 2.2500 2.2500
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 3.1043 5.0109 5.4202 5.7655 5.9538 6.1421
Demand as Percent of Supply 26% 42% 45% 48% 50% 51%

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 44 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?  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.