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: |
Fallston Water System |
|
PWSID: |
01-23-035 |
Mailing Address: | PO Box 547 Fallston, NC 28042 | Ownership: | Municipality |
|
Contact Person: | Mary M. Boggs | Title: | Clerk |
Phone: | 704-538-7176 | Cell/Mobile: | -- |
|
Secondary Contact: | Travis Spurling | | Phone: | 704-466-3696 |
Mailing Address: | P.O. Box 8 Shelby, NC 28151 | Cell/Mobile: | -- |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Asbestos Cement |
6 |
26.00 % |
Cast Iron |
2 |
3.00 % |
Ductile Iron |
2-12 |
25.00 % |
Polyvinyl Chloride |
2-6 |
46.00 % |
Programs
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 | 100 % |
|
Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
240 |
0.0283 |
41 |
0.0000 |
Commercial |
54 |
0.0068 |
0 |
0.0000 |
Industrial |
0 |
0.0000 |
0 |
0.0000 |
Institutional |
3 |
0.0021 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0002 MGD
Cleveland County Water took over the assets for the Town of Fallston in December of 2024. This 2024 LWSP will be the final one submitted for 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 |
0.0429 |
|
May |
0.0428 |
|
Sep |
0.0447 |
|
Feb |
0.0497 |
|
Jun |
0.0455 |
|
Oct |
0.0338 |
|
Mar |
0.0363 |
|
Jul |
0.0454 |
|
Nov |
0.0402 |
|
Apr |
0.0279 |
|
Aug |
0.0439 |
|
Dec |
0.0000 |
|

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 |
Cleveland County Water |
01-23-055 |
0.0412 |
334 |
1.0000 |
2040 |
Yes |
Yes |
6 |
Regular |
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
0.0297 |
May |
0.0190 |
Sep |
0.0297 |
Feb |
0.0297 |
Jun |
0.0297 |
Oct |
0.0297 |
Mar |
0.0297 |
Jul |
0.0100 |
Nov |
0.0297 |
Apr |
0.0297 |
Aug |
0.0100 |
Dec |
0.0297 |

The pump meter was partially out for the year of 2024. There were only several months that it was working correctly. Flows for the months that were estimated was done by calculating what they would have averaged, when combined with the good readings. This would equal an average daily flow of .0380MGD reported by Shelby to have received from Fallston in 2023. The .0380 MGD reported by Shelby in its 2023 LWSP is consistent with flows reported by both Fallston and Shelby in previous LWSPs. Wastewater Interconnections
Water System |
PWSID |
Type |
Average Daily Amount |
Contract Maximum (MGD) |
MGD |
Days Used |
SHELBY |
01-23-010 |
Discharging |
0.0260 |
365 |
1.0000 |
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
770 |
781 |
811 |
821 |
836 |
851 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.0283 |
0.0298 |
0.0303 |
0.0313 |
0.0318 |
0.0323 |
Commercial |
0.0068 |
0.0120 |
0.0125 |
0.0130 |
0.0135 |
0.0140 |
Industrial |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Institutional |
0.0021 |
0.0028 |
0.0031 |
0.0036 |
0.0041 |
0.0046 |
System Process |
0.0002 |
0.0007 |
0.0008 |
0.0009 |
0.0010 |
0.0012 |
Unaccounted-for |
0.0002 |
0.0004 |
0.0004 |
0.0004 |
0.0004 |
0.0004 |
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 |
0.0376 |
0.0457 |
0.0471 |
0.0492 |
0.0508 |
0.0525 |
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) |
0.0376 |
0.0457 |
0.0471 |
0.0492 |
0.0508 |
0.0525 |
Demand as Percent of Supply |
4% |
5% |
5% |
5% |
5% |
5% |

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 37 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: In the month of December 2024. Cleveland county water assumed responsibility for the water system for the town of Fallston. Fallston state I.D. number has been dissolved and Cleveland has officially taken over the town of Fallston's 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.
|