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 2024?   0 Feet
How many feet of new water mains were added during 2024?   400 Feet
How many meters were replaced in 2024?   20
How old are the oldest meters in this system?   28 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?   No, Annually
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

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 2024?   704
Has this system acquired another system since last report?   No

Will send the GIS zip file once it becomes available.

Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 354 0.0404 0 0.0000
Commercial 29 0.0150 0 0.0000
Industrial 2 0.0010 0 0.0000
Institutional 10 0.0020 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0080 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 0.0720 May 0.0920 Sep 0.1130
Feb 0.0670 Jun 0.0840 Oct 0.0840
Mar 0.0620 Jul 0.0720 Nov 0.0600
Apr 0.0800 Aug 0.0590 Dec 0.0810

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 0.0770 366 1.0000 Yes Yes 6 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0640 May 0.0670 Sep 0.0470
Feb 0.0410 Jun 0.0450 Oct 0.0430
Mar 0.0480 Jul 0.0610 Nov 0.0430
Apr 0.0440 Aug 0.0480 Dec 0.0400

How many sewer connections does this system have?   385
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
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 0.0492 0.5000 BUFFALO CREEK Broad River (01-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 704 710 724 738 752 766
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0404 0.0405 0.0413 0.0424 0.0431 0.0438
Commercial 0.0150 0.0152 0.0155 0.0157 0.0160 0.0162
Industrial 0.0010 0.0010 0.0010 0.0011 0.0011 0.0012
Institutional 0.0020 0.0020 0.0020 0.0020 0.0020 0.0020
System Process 0.0080 0.0120 0.0125 0.0130 0.0135 0.0140
Unaccounted-for 0.0106 0.0113 0.0115 0.0118 0.0121 0.0123

We had a large quantity of Unaccounted for water due to Hurricane Helene, over 1.2 million gallons were lost during one weekend of the hurricane.

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 0.0770 0.0820 0.0838 0.0860 0.0878 0.0895
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) 0.0770 0.0820 0.0838 0.0860 0.0878 0.0895
Demand as Percent of Supply 8% 8% 8% 9% 9% 9%

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 57 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 Water

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?  None

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.