Big Lick Road

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

Provisional

Water System Name: Big Lick Road   PWSID: 20-84-006
Mailing Address:PO Box 699
Stanfield, NC 28163		Ownership:Municipality
 
Contact Person:Nick HathcockTitle:ORC
Phone:704-888-0498Cell/Mobile:704-201-7512
 
Secondary Contact:Shawn Britt Phone:704-888-2386
Mailing Address:PO Box 699, 103 West Stanly St
Stanfield, NC 28163		Cell/Mobile:704-984-2310
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 6-8 100.00 %
What are the estimated total miles of distribution system lines?   4 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   8
How old are the oldest meters in this system?   10 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?   0.0000 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, As Needed
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
Water Conservation
What type of rate structure is used?   Decreasing Block, 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
Rocky River (18-4)100 %
County(s)% of Service Population
Stanly100 %
What was the year-round population served in 2025?   322
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 129 0.0160 0 0.0000
Commercial 1 0.0004 0 0.0000
Industrial 3 0.0034 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0001 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 0.0210 0.0260 May 0.0230 0.0300 Sep 0.0250 0.0320
Feb 0.0190 0.0230 Jun 0.0280 0.0280 Oct 0.0220 0.0290
Mar 0.0210 0.0310 Jul 0.0250 0.0340 Nov 0.0170 0.0230
Apr 0.0230 0.0340 Aug 0.0190 0.0260 Dec 0.0240 0.0310

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
Stanly County Utilities 01-84-035 0.0225 365 0.0800 2026 Yes Yes 6,8 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0122 May 0.0141 Sep 0.0158
Feb 0.0126 Jun 0.0149 Oct 0.0126
Mar 0.0113 Jul 0.0131 Nov 0.0121
Apr 0.0134 Aug 0.0382 Dec 0.0138

How many sewer connections does this system have?   90
How many water service connections with septic systems does this system have?   43
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Stanly County 01-84-035 Discharging 0.0131 365 0.1500

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 322 350 400 410 410 410
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0160 0.0160 0.0183 0.0187 0.0187 0.0187
Commercial 0.0004 0.0004 0.0004 0.0004 0.0004 0.0004
Industrial 0.0034 0.0050 0.0050 0.0050 0.0050 0.0050
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.0001 0.0015 0.0015 0.0015 0.0015 0.0015
Unaccounted-for 0.0026 0.0023 0.0025 0.0025 0.0025 0.0026

Adjusted residential demand projections to align with 46 GPCD.
Adjusted unaccounted-for water to 9% of total demand.

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 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800
Service Area Demand 0.0225 0.0252 0.0277 0.0281 0.0281 0.0282
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) 0.0225 0.0252 0.0277 0.0281 0.0281 0.0282
Demand as Percent of Supply 28% 32% 35% 35% 35% 35%

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?   

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.