Cleveland

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: Cleveland   PWSID: 01-80-050
Mailing Address:302 E Main St
Cleveland, NC 27013
Ownership:Municipality
 
Contact Person:Kelly RodgersTitle:
Phone:704-278-4777Cell/Mobile:--
 
Secondary Contact:Kelly Rodgers - Town Clerk Phone:704-278-4777
Mailing Address:302 E Main St
Cleveland, NC 27013
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 4-6 0.00 %
Cast Iron 6-8 21.00 %
Ductile Iron 6-12 30.00 %
Polyvinyl Chloride 2-6 49.00 %
What are the estimated total miles of distribution system lines?   7 Miles
How many feet of distribution lines were replaced during 2024?   2,500 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   22
How old are the oldest meters in this system?   19 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   1
What is this system's finished water storage capacity?   0.2750 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?   Yes, Semi-Annually
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?   Yes

Leak detectors on the hydrants

Water Conservation
What type of rate structure is used?   Other
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 Yadkin River (18-2)100 %
County(s)% of Service Population
Rowan100 %
What was the year-round population served in 2024?   895
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 348 0.0441 0 0.0000
Commercial 35 0.0042 0 0.0000
Industrial 3 0.0104 0 0.0000
Institutional 17 0.0134 1 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0010 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
Salisbury-Rowan Utilities 10-80-010 0.0000 0 0.0000 No 12 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 0.0740 0.1430 May 0.0950 0.2050 Sep 0.0820 0.1820
Feb 0.0700 0.1160 Jun 0.0830 0.1900 Oct 0.0810 0.2000
Mar 0.0750 0.1360 Jul 0.0840 0.1460 Nov 0.0730 0.1430
Apr 0.0800 0.1400 Aug 0.0860 0.2290 Dec 0.0730 0.1710

Ground Water Sources
Name or Number Average Daily Withdrawal (MGD) Max Day Withdrawal (MGD) 12-Hour Supply
(MGD)
CUA Reduction Year Offline Use Type
MGD Days Used
Depot St. 1 0.0370 365 0.0920 Regular
Mimosa St. 2 0.0110 305 0.0280 Regular
Willmar 3 0.0320 365 0.0860 Regular
Ground Water Sources (continued)
Name or Number Well Depth (Feet) Casing Depth
(Feet)
Screen Depth (Feet) Well Diameter (Inches) Pump Intake Depth (Feet) Metered?
Top Bottom
Depot St. 1 0 0 0 0 6 200 Yes
Mimosa St. 2 646 125 0 0 6 0 Yes
Willmar 3 482 74 0 0 6 0 Yes
Are ground water levels monitored?   Yes, As Needed
Does this system have a wellhead protection program?   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
Salisbury-Rowan Utilities 20-80-047 0.0000 0 0.0000 No 12 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 0.1565 May 0.1794 Sep 0.1526
Feb 0.1100 Jun 0.1491 Oct 0.1018
Mar 0.1428 Jul 0.1627 Nov 0.0928
Apr 0.1135 Aug 0.1558 Dec 0.0942

How many sewer connections does this system have?   390
How many water service connections with septic systems does this system have?   2
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

Working with engineers for possible plans

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0049867 WWTP 0.2700 0.2700 0.1343 0.6000 Third Creek South Yadkin River (18-2)
WQ0011431 WWTP 0.0000 0.0000 0.0000 Land Application South Yadkin River (18-2)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 895 895 895 895 900 900
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0441 0.0427 0.0427 0.0427 0.0429 0.0429
Commercial 0.0042 0.0042 0.0043 0.0043 0.0044 0.0044
Industrial 0.0104 0.0115 0.0115 0.0115 0.0120 0.0120
Institutional 0.0134 0.0135 0.0136 0.0138 0.0139 0.0140
System Process 0.0010 0.0010 0.0010 0.0010 0.0010 0.0010
Unaccounted-for 0.0049 0.0063 0.0063 0.0064 0.0064 0.0065
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 0.2060 0.2060 0.2060 0.2060 0.2060 0.2060
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) 0.2060 0.2060 0.2060 0.2060 0.2060 0.2060
Service Area Demand 0.0780 0.0792 0.0794 0.0797 0.0806 0.0808
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) 0.0780 0.0792 0.0794 0.0797 0.0806 0.0808
Demand as Percent of Supply 38% 38% 39% 39% 39% 39%

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 49 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.