Charlotte Water

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: Charlotte Water   PWSID: 01-60-010
Mailing Address:5100 Brookshire Blvd.
Charlotte, NC 28216
Ownership:County
 
Contact Person:Charles ThachTitle:Engineering Project Coordinator
Phone:980-346-2713Cell/Mobile:--
 
Secondary Contact:Bhavana Swayampakala Phone:980-240-8801
Mailing Address:5100 Brookshire Blvd.
Charlotte, NC 28216
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 3-10 1.01 %
Cast Iron 1-42 21.89 %
Ductile Iron 1-66 20.87 %
Galvanized Iron 3/4-6 2.33 %
Other 1-96 1.56 %
Polyvinyl Chloride 1-24 52.34 %
What are the estimated total miles of distribution system lines?   4,538 Miles
How many feet of distribution lines were replaced during 2023?   35,520 Feet
How many feet of new water mains were added during 2023?   260,024 Feet
How many meters were replaced in 2023?   906
How old are the oldest meters in this system?   66 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   19,337
What is this system's finished water storage capacity?   108.8000 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

Meters for outdoor water use include active and inactive accounts for lawn irrigation, smart-metering irrigation, and swimming pools.

Programs
Does this system have a program to work or flush hydrants?   Yes, Weekly
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?   Yes
Does this system have an active water conservation public education program?   Yes
Does this system have a leak detection program?   Yes

-Select hydrants are flushed by either manual operation or by automatic flushing devices located throughout the system as needed to maintain water quality. In addition, all hydrants are inspected/flushed at a minimum of every 2 years by the City of Charlotte and Mecklenburg County Fire Departments.

-Valve exercise program is conducted on a continuous basis. Annual operation is targeted with an emphasis on 12-inch and larger valves.

-Locating and repairing large leaks is a derivative of the objectives set forth in the Revenue Recovery Program. Existing master meters have been calibrated and new meters have been installed to monitor consumption by pressure zone to help identify potential water losses by regional service area. In addition a pilot test is underway that will include the field installation of leak detection devices, a study of information collected, and evaluation of their potential cost effectiveness as an additional tool to support Charlotte Water's water loss control efforts.

Water Conservation
What type of rate structure is used?   Increasing Block
How much reclaimed water does this system use?   0.0000 MGD   For how many connections?   2
Does this system have an interconnection with another system capable of providing water in an emergency?   Yes

A reuse line by the University of North Carolina at Charlotte was completed in 2023 but not active for the 2023 calendar year. The Mallard Creek Wastewater Treatment Plant reclamation line is currently offline with plans to be activated in the summer of 2024.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Catawba River (03-1)85 %
Rocky River (18-4)15 %
County(s)% of Service Population
Mecklenburg100 %
What was the year-round population served in 2023?   1,141,130
Has this system acquired another system since last report?   Yes

Davidson Point, which was previously on a private regulated well system, was acquired by Charlotte Water. In February 2023, a pipeline connection was completed to integrate Davidson Point into the Charlotte Water Distribution System. 166 residential service connections were established and is now supplied and operated by Charlotte water.

Water Use by Type
Type of Use Metered
Connections
Metered
Average Use (MGD)
Non-Metered
Connections
Non-Metered
Estimated Use (MGD)
Residential 301,948 66.0500 0 0.0000
Commercial 25,177 21.2700 0 0.0000
Industrial 291 2.8800 0 0.0000
Institutional 2,466 5.2000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   10.3100 MGD

Metered connections are based on the number of active and inactive connections at the time of query. Average meter use is based on active account usage at the time of query for calendar year 2023. Residential meters include separate outdoor irrigation accounts. Commercial connections include outdoor irrigation accounts.

System water was calculated as summation of estimated water losses associated with hydrant flushing, autoflushers, and water main projects along with the difference between water withdraws from Mt. Island Lake and Lake Norman and the actual treated water pumped by the three water treatment plants (Franklin, Lee Dukes, and Vest). The difference takes into account evaporative losses, treatment of filter process water, and plant maintenance water, among others. Value excludes any water returned under NPDES permits.

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
Concord 01-13-010 2.5800 2 5.0000 Yes Yes 12/16 Regular
Lancaster Co. 00-00-000 0.1648 365 0.1500 2097 Yes Yes 16 Regular
Town of Harrisburg 01-13-025 0.0445 365 Yes Yes 8/12 Regular
Union Co 01-90-413 0.0000 41 0.5000 Yes Yes 12 Emergency
York County, South Carolina 00-00-000 0.2113 365 5.0000 Yes 8 Regular

The Concord Water Supply Agreement is on a 5-year auto renewal contract. Both parties agree to provide the other a total maximum of 5 million gallons of water per day (MGD). The Harrisburg Water Supply Agreement has no stated volume limit and no term as they are treated as any other Charlotte Water customer. The Union County Water Supply Agreement requires a written termination request.

Charlotte Water may provide water service to private systems and separate regulated utilities such as Aqua NC, Inc, Carolina Water Service, etc. No contracts exists between the City of Charlotte and these utilities. Service is provided to these public water systems in the same manner that service is provided to other Charlotte Water customers.

The consumption for Union County was spread through 41 days of usage. The total amount is 2850 Gallons so the value is not significant enough to be reflected in MGD in the table shown above.

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 108.8980 120.3430 May 120.5110 145.1350 Sep 134.4460 170.0760
Feb 102.9740 117.0920 Jun 124.1020 161.4790 Oct 136.7340 155.8680
Mar 104.5660 116.4360 Jul 137.0530 184.6330 Nov 121.6360 144.2550
Apr 109.1240 127.7540 Aug 135.1080 181.0110 Dec 108.0900 141.8660

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
Catawba River Lake Norman 20.2340 365 0.0000 108.0000 C 0.0000
Catawba River Mt. Island Lake 100.1560 365 0.0000 163.0000 T 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
Catawba River Lake Norman 1,790 Yes Catawba River (03-1) Mecklenburg Regular
Catawba River Mt. Island Lake 1,860 Yes Catawba River (03-1) Mecklenburg Regular
What is this system's off-stream raw water supply storage capacity?   500 Million gallons
Are surface water sources monitored?   Yes, Monthly
Are you required to maintain minimum flows downstream of its intake or dam?   Yes
Does this system anticipate transferring surface water between river basins?   Yes

Available Raw Water Supply amounts are based on combination of treatment and pumping capacities along with FERC withdrawal authorizations. The current FERC authorization with Lake Norman granted construction of an 108 MGD water intake facility. This intake is currently serving the Lee S. Dukes WTP with a permitted treatment capacity of 25.25 MGD. The current FERC authorization for withdrawing from Mountain Island Lake stipulates an instantaneous rate of 330 MGD, while maintaining an average annual withdrawal limit of 163 MGD.

Charlotte Water currently has a 33.0 MGD Maximum Day IBT to transfer water from the Catawba River to the Rocky River basin.

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 Concord 01-13-010 0.0000 0 1.0000 Yes Yes 12 Regular
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Franlkin WTP 181.0000 Yes Yes Catawba (Mt. Island Lake)
Lee S. Dukes WTP 25.2500 Yes Yes Catawba (Lake Norman)
Vest WTP 24.0000 Yes Yes Catawba (Mt. Island Lake)
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2023?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2023?  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

Charlotte Water contracted with Black and Veatch to conduct the 2015 Water Distribution System Master Plan. The Plan forecasts demands and capacity needs into 2040. One outcome from this evaluation is an expansion of our Lee S. Dukes WTP by 25 MGD. This increase will be covered under our current FERC permitting for a 108 MGD intake currently on Lake Norman.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 99.5394 May 90.7501 Sep 85.2620
Feb 101.6461 Jun 91.4788 Oct 83.3343
Mar 90.3918 Jul 86.4439 Nov 82.9371
Apr 100.2643 Aug 88.9658 Dec 93.9415

How many sewer connections does this system have?   284,900
How many water service connections with septic systems does this system have?   12,162
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

Preliminary design and permitting is underway for the Stowe Regional Water Resource Recovery Facility (Long Creek WWTP in 2018 report).

Water service connections with septic systems estimated as number of accounts for domestic-use connections without associated sewer accounts. These counts exclude wholesale, fire line, swimming pool, and irrigation connections.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0024937 WWTP 20.0000 20.0000 14.9417 Little Sugar Creek Catawba River (03-1)
NC0024945 WWTP 15.0000 15.0000 14.1667 Irwin Creek Catawba River (03-1)
NC0024970 WWTP 64.0000 64.0000 41.0333 McAlpine Creek Catawba River (03-1)
NC0030210 WWTP 13.1000 13.1000 10.3167 Mallard Creek Rocky River (18-4)
NC0036277 WWTP 12.0000 12.0000 5.8333 McDowell Creek Catawba River (03-1)
NC0065749 WWTP 0.1000 0.1000 0.0475 Duck Creek Rocky River (18-4)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
WSACC 01-13-020 Discharging 4.9840 365 7.4000
Union County 01-90-413 Receiving 1.8615 365 3.0000

5. Planning

Projections
  2023 2030 2040 2050 2060 2070
Year-Round Population 1,141,130 1,216,901 1,373,880 1,566,223 1,785,494 2,035,464
Seasonal Population 0 0 0 0 0 0
 
Residential 66.0500 70.4400 72.8000 83.0000 94.6000 107.9000
Commercial 21.2700 22.7200 25.8000 29.7000 34.1000 39.2000
Industrial 2.8800 3.0800 3.5000 4.0200 4.6200 5.2000
Institutional 5.2000 5.5600 6.3100 7.2600 8.3400 9.4000
System Process 10.3100 11.0100 12.5200 14.3900 26.1000 18.6300
Unaccounted-for 14.2453 15.2021 16.2963 18.6465 22.6071 24.3010

-Based on the 2012 US Census Bureau data for Mecklenburg County, the average household size is 2.5.

-2020 - 2040 service populations are based on Charlotte Regional Transportation Planning Organization (CRTPO) Traffic Analysis Zone (TAZ) based population increases. All population growth was assumed to be served by Charlotte Water.

-2050 and 2060 service populations are assumed to be steady 1.4% population growth from CRTPO projections.

-The per capita residential demand is based on an observed average consumption of 63.5 gcpd (2016 - 2020). This value has decreased and is projected to decrease to 53 GPD in 2025 (as presented in Charlotte Water's 2015 Water Distribution System Master Plan conducted by Black and Veatch).

-Remaining, non-residential demand was assumed to grow at the same rate as population.

Demand v/s Percent of Supply
  2023 2030 2040 2050 2060 2070
Surface Water Supply 271.0000 271.0000 271.0000 271.0000 271.0000 271.0000
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) 272.0000 272.0000 272.0000 272.0000 272.0000 272.0000
Service Area Demand 119.9553 128.0121 137.2263 157.0165 190.3671 204.6310
Sales 0.4347 10.2093 10.2093 10.2093 10.2093 10.2093
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 120.3900 138.2214 147.4356 167.2258 200.5764 214.8403
Demand as Percent of Supply 44% 51% 54% 61% 74% 79%

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.    

Are there other demand management practices you will implement to reduce your future supply needs?   Charlotte Water strives to reduce per capita demand through public education, an increasing block rate structure, non-revenue water audits, meter replacement program and a plumbing retrofit program. Additionally, the utility is actively participating in the Partnership for Safe Water Distribution System optimization Program and the non-Revenue Water and Loss Mitigation Program as prescribed in the AWWA M36 Manual. Future per capita demands will be evaluated annually and addressed through various programs or technologies.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   Charlotte Water contracted with Black and Veatch to conduct the 2015 Water Distribution System Master Plan. The plan forecasts demands into 2040, and made recommendations on infrastructure and water supplies; particularly for water supplies in 2040 where it is anticipated that CW will exceed 80% demand/supply.

Charlotte Water contracted with Black and Veatch to conduct the 2023 Water Distribution System Master Plan. It includes a 2040 Comprehensive Plan which serves as a framework for future development based on the demand growth of the Charlotte Water Distribution System and existing infrastructure.

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, Charlotte Water Participated in the Catawba-Wateree Water Management Group (CWWMG). CWWMG serves 4,750 square miles that drain into the Catawba River, providing water to neighbors from Morganton, NC to Camden, SC. This group is currently working with a consultant on a 10-year update to the Water Supply Master Plan (WSMP) now known as the Integrated Water Resources Plan (IWRP).

What major water supply reports or studies were used for planning?  The original WSMP performed by the CWWMG concluded that the supply for the entire Catawba River Basin was sustainable through 2025. Results of several initiatives covering long-term planning for water supply, demand and drought management, and climate change are being integrated throughout the IWRP process. A Stakeholder Advisory Team has also been established to evaluate interim plan products and recommend enhancements.

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:   These, if any, issues will be identified through CWWMG's IWRP that will be completed in 2025. Charlotte Water contracted with Black and Veatch to conduct the 2023 Water Distribution System Master Plan. The Master Plan study is still ongoing and will provide recommendations on infrastructure and water supplies to improve the water system and forecasts demands and capacity needs into 2040.

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.