Grover

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: Grover   PWSID: 01-23-030
Mailing Address:P.O. BOX 189
Grover, NC 28073		Ownership:Municipality
 
Contact Person:Mark McDanielTitle:Public Works Director
Phone:704-937-9986Cell/Mobile:704-692-8814
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 6-8 52.00 %
Galvanized Iron 2-2.5 4.50 %
Polyvinyl Chloride 6 12.00 %
Polyvinyl Chloride 2-2.5 31.50 %
What are the estimated total miles of distribution system lines?   8 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   500 Feet
How many meters were replaced in 2025?   45
How old are the oldest meters in this system?   29 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   15
What is this system's finished water storage capacity?   0.1000 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, Annually
Does this system have a valve exercise program?   Yes, As Needed
Does this system have a cross-connection program?   No
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?   No
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   Uniform
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?   No

We plan to interconnect with Cleveland County Water.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Broad River (01-1)100 %
County(s)% of Service Population
Cleveland100 %
What was the year-round population served in 2025?   730
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 362 0.0440 0 0.0000
Commercial 29 0.0140 0 0.0000
Industrial 2 0.0010 0 0.0000
Institutional 10 0.0015 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0065 MGD

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 0.0700 May 0.0600 Sep 0.0940
Feb 0.0600 Jun 0.0870 Oct 0.0630
Mar 0.0820 Jul 0.0770 Nov 0.0630
Apr 0.0630 Aug 0.0580 Dec 0.0770

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
KINGS MOUNTAIN 01-23-020 0.0710 365 1.0000 Yes Yes 6 Regular

The purchase of 0.0710 MGD from Kings Mountain was checked and confirmed.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0320 May 0.0290 Sep 0.0360
Feb 0.0550 Jun 0.0370 Oct 0.0000
Mar 0.0340 Jul 0.0350 Nov 0.0000
Apr 0.0350 Aug 0.0490 Dec 0.0000

How many sewer connections does this system have?   390
How many water service connections with septic systems does this system have?   7
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

avg. monthly (267 days from Jan-Sept) = 0.038 MGD

Monthly average will not match avg. annual daily value because spreadsheet cannot add weighted values. Calculation shown below is required.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
NC0065242 WWTP 0.1000 0.1000 0.0000 0.3000 BUFFALO CREEK Broad River (01-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Kings Mountain 01-23-020 Discharging 0.0530 98

We began discharging through a lift station to Kings Mountain in September 2025.

Given
avg. monthly (267 days from Jan-Sept) = 0.0380 MGD
avg. annual daily (98 days Sept-Dec) = 0.0530 MGD

then

avg. annual daily (365 days) = ((0.038*267) +(0.053*98)) = 0.0420 MGD

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 730 760 770 780 790 800
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0440 0.0441 0.0447 0.0452 0.0458 0.0464
Commercial 0.0140 0.0152 0.0155 0.0157 0.0160 0.0162
Industrial 0.0010 0.0010 0.0010 0.0011 0.0011 0.0012
Institutional 0.0015 0.0020 0.0020 0.0020 0.0020 0.0020
System Process 0.0065 0.0100 0.0100 0.0100 0.0100 0.0100
Unaccounted-for 0.0040 0.0040 0.0044 0.0044 0.0045 0.0045
Demand v/s Percent of Supply
  2025 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 0.0710 0.0763 0.0776 0.0784 0.0794 0.0803
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) 0.0710 0.0763 0.0776 0.0784 0.0794 0.0803
Demand as Percent of Supply 7% 8% 8% 8% 8% 8%

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 60 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.    None

Are there other demand management practices you will implement to reduce your future supply needs?   None

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   Interconnect with Cleveland County

How does the water system intend to implement the demand management and supply planning components above?   N/A

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?  No

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:   N/A

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.