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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 County Water |
|
PWSID: |
01-23-055 |
| Mailing Address: | PO Box 8 Shelby, NC 28151 | Ownership: | District |
| |
| Contact Person: | Chris Hayes | Title: | Distribution Superintendent/ORC |
| Phone: | 704-466-3696 | Cell/Mobile: | -- |
| |
| Secondary Contact: | Garrett Gilbert | | Phone: | 704-538-9769 |
| Mailing Address: | PO Box 8 Shelby, NC 28151 | Cell/Mobile: | -- |
Distribution System
| Line Type |
Size Range (Inches) |
Estimated % of lines |
| Ductile Iron |
3-16 |
10.00 % |
| Polyvinyl Chloride |
2-12" |
90.00 % |
CCW inherited the Town of Fallston's 100,000 gallon elevated storage tank when we took over the Town of Fallston's assets in December of 2024. Programs
CCW strives to reduce consumption by giving conservation tips on our website and by giving dye strips to customers to check for leakage Water Conservation
2. Water Use Information
Service Area
| Sub-Basin(s) | % of Service Population |
| Broad River (01-1) | 100 % |
|
| County(s) | % of Service Population |
| Cleveland | 96 % |
| Rutherford | 2 % |
| Lincoln | 1 % |
| Gaston | 1 % |
|
CCW acquired the Town of Fallston's assets in December of 2024, however we were already billing for the Town of Fallston Water Use by Type
| Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
| Residential |
22,203 |
2.9960 |
3,390 |
0.0000 |
| Commercial |
799 |
0.4390 |
0 |
0.0000 |
| Industrial |
11 |
0.2820 |
0 |
0.0000 |
| Institutional |
75 |
0.0660 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.2401 MGD
CCW obtained the Town of Fallston's meters when we took over their assets in December of 2024. Non-metered connection at CCW are service connections that are connected to CCW mainline but does not have a meter installed in the meter box. These are inactive service connections. 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 |
| Boiling Springs |
01-23-025 |
0.2070 |
5 |
0.0000 |
|
Yes |
Yes |
6 |
Emergency |
| City of Shelby |
01-23-010 |
0.4199 |
1 |
0.0000 |
|
Yes |
Yes |
8 |
Emergency |
| Lawndale |
01-23-045 |
0.0512 |
365 |
0.0000 |
|
Yes |
Yes |
6 |
Regular |
CCW has took over the Town of Fallston's assets in December of 2024 so CCW will no longer have any sales to the Town of Fallston
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 |
4.4500 |
5.0800 |
May |
4.6000 |
5.4800 |
Sep |
5.2700 |
6.0000 |
| Feb |
4.1000 |
4.5400 |
Jun |
5.5000 |
6.4000 |
Oct |
5.0000 |
5.5000 |
| Mar |
4.0000 |
4.2700 |
Jul |
6.2500 |
6.6000 |
Nov |
4.6300 |
4.9500 |
| Apr |
4.2500 |
5.4700 |
Aug |
5.3600 |
5.8000 |
Dec |
4.4100 |
4.6500 |

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 |
| First Broad River |
|
0.0000 |
0 |
0.0000 |
10.0000 |
F |
0.0000 |
| Knob Creek |
|
4.8200 |
365 |
0.0000 |
0.0000 |
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 |
| First Broad River |
|
190 |
Yes |
Broad River (01-1) |
Cleveland |
|
Regular |
| Knob Creek |
|
50 |
Yes |
Broad River (01-1) |
Cleveland |
|
Emergency |
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 |
| Boiling Springs Water |
01-81-035 |
0.0000 |
0 |
0.0000 |
|
Yes |
Yes |
3 |
Emergency |
| Broad River Water Authority |
01-81-035 |
0.0000 |
0 |
0.0000 |
|
Yes |
Yes |
6 |
Emergency |
| City of Shelby |
01-23-010 |
0.0000 |
0 |
0.0000 |
|
Yes |
Yes |
6 |
Emergency |
| Grassy Pond Water |
20-23-003 |
0.0000 |
0 |
|
|
Yes |
Yes |
2 |
Emergency |
| Kings Mountain |
01-23-020 |
0.0000 |
0 |
0.0000 |
|
Yes |
Yes |
6 |
Emergency |
| Town of Blacksburg |
11-10-002 |
0.0003 |
365 |
0.0000 |
|
Yes |
Yes |
2 |
Regular |
All of the emergency connections are controlled by each water utility calling the other before they turn the connection on. There isn't any contracts, water volumes, or expiration dates Water Treatment Plants
| Plant Name |
Permitted Capacity (MGD) |
Is Raw Water Metered? |
Is Finished Water Ouput Metered? |
Source |
| Cleveland County Water WTP |
7.3250 |
Yes |
Yes |
First Broad River |
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
| Jan |
0.0169 |
May |
0.0797 |
Sep |
0.0852 |
| Feb |
0.0730 |
Jun |
0.0767 |
Oct |
0.0797 |
| Mar |
0.0721 |
Jul |
0.0852 |
Nov |
0.0443 |
| Apr |
0.0772 |
Aug |
0.0852 |
Dec |
0.0404 |

Wastewater Permits
| Permit Number |
Type |
Permitted Capacity (MGD) |
Design Capacity (MGD) |
Average Annual Daily Discharge (MGD) |
Maximum Day Discharge (MGD) |
Receiving Stream |
Receiving Basin |
| NCG590004 |
WTP |
0.0980 |
6.0000 |
0.0680 |
0.0852 |
First Broad River |
Broad River (01-1) |
5. Planning
Projections
| |
2025 |
2030 |
2040 |
2050 |
2060 |
2070 |
| Year-Round Population |
59,395 |
63,201 |
71,951 |
80,701 |
89,451 |
98,201 |
| Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
| |
| Residential |
2.9960 |
3.4129 |
3.8854 |
4.3579 |
4.8304 |
5.3029 |
| Commercial |
0.4390 |
0.4309 |
0.4890 |
0.5390 |
0.5890 |
0.6390 |
| Industrial |
0.2820 |
0.2600 |
0.2900 |
0.3000 |
0.3100 |
0.3200 |
| Institutional |
0.0660 |
0.0840 |
0.0958 |
0.1073 |
0.1190 |
0.1310 |
| System Process |
0.2401 |
0.5653 |
0.6742 |
0.7662 |
0.8731 |
0.9742 |
| Unaccounted-for |
0.7420 |
0.8766 |
1.0023 |
1.1196 |
1.2397 |
1.3588 |
CCW has in it's Capital Improvement Plan to construct a new water treatment plant on The Broad River in 2031 Future Supply Sources
| Source Name |
PWSID |
Source Type |
Additional Supply |
Year Online |
Year Offline |
Type |
| Cleveland County Water |
01-23-055 |
Surface |
6.0000 |
2031 |
|
Regular |
This is for our addition water plant that is in the design phase now in 2025 Demand v/s Percent of Supply
| |
2025 |
2030 |
2040 |
2050 |
2060 |
2070 |
| Surface Water Supply |
10.0000 |
10.0000 |
10.0000 |
10.0000 |
10.0000 |
10.0000 |
| Ground Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Purchases |
0.0003 |
0.0003 |
0.0003 |
0.0003 |
0.0003 |
0.0003 |
| Future Supplies |
0.0000 |
6.0000 |
6.0000 |
6.0000 |
6.0000 |
| Total Available Supply (MGD) |
10.0003 |
10.0003 |
16.0003 |
16.0003 |
16.0003 |
16.0003 |
| Service Area Demand |
4.7651 |
5.6297 |
6.4367 |
7.1900 |
7.9612 |
8.7259 |
| Sales |
0.0552 |
0.0512 |
0.0512 |
0.0512 |
0.0512 |
0.0512 |
| Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
| Total Demand (MGD) |
4.8203 |
5.6809 |
6.4879 |
7.2412 |
8.0124 |
8.7771 |
| Demand as Percent of Supply |
48% |
57% |
41% |
45% |
50% |
55% |

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 50 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? CCW will continue to ensure that the capital improvement plan is being implemented and updated to meet future long-term needs through different funding opportunities and planning
Additional Information
Has this system participated in regional water supply or water use planning? Yes, Yes, Yes, CDM Smith completed a Water Demand Project study in 2015
What major water supply reports or studies were used for planning? 2020 WTP Condition Assessment, Assessment Inventory, Water System GIS
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: Cleveland County Water has a long term capital improvement plan that was produced thru the asset inventory assessment. This CIP has listed distribution area deficiencies and projected future water tanks, pump stations, and waterlines for future long term water needs.
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.
|