Wingate

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: Wingate   PWSID: 01-90-030
Mailing Address:PO Box 367
Wingate, NC 28174		Ownership:Municipality
 
Contact Person:Eugene JonesTitle:Water/Sewer ORC
Phone:704-441-1195Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 5.28 %
Cast Iron 6-8 12.89 %
Ductile Iron 6-12 3.94 %
Galvanized Iron 2-6 0.96 %
Other .75-1 1.73 %
Polyvinyl Chloride 2-12 75.20 %
What are the estimated total miles of distribution system lines?   20 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   6,000 Feet
How many meters were replaced in 2024?   0
How old are the oldest meters in this system?   2 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   33
What is this system's finished water storage capacity?   0.5000 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, Semi-Annually
Does this system have a valve exercise program?   Yes, Annually
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

NCRWA is used for leak detection.

Water Conservation
What type of rate structure is used?   Increasing Block
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?   Yes

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Rocky River (18-4)100 %
County(s)% of Service Population
Union100 %
What was the year-round population served in 2024?   3,950
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 874 0.1300 0 0.0000
Commercial 46 0.0170 0 0.0000
Industrial 1 0.0110 0 0.0000
Institutional 52 0.1180 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0020 MGD

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
Town of Marshville 01-90-015 0.0000 0 0.0000 No Yes 6 Emergency

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 0.2352 May 0.2801 Sep 0.3354
Feb 0.2753 Jun 0.2539 Oct 0.3589
Mar 0.2636 Jul 0.2680 Nov 0.3587
Apr 0.2698 Aug 0.3151 Dec 0.3738

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
Marshville 01-90-015 0.0000 0 0.0000 No No 6 Emergency
Monroe 01-90-010 0.0000 0 0.0000 No No 8 Emergency
Union County Water System 01-90-413 0.3000 366 0.7000 2025 Yes Yes 6, 8 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.3890 May 0.2640 Sep 0.3350
Feb 0.3610 Jun 0.4140 Oct 0.3720
Mar 0.2650 Jul 0.2480 Nov 0.2370
Apr 0.4080 Aug 0.2790 Dec 0.2160

How many sewer connections does this system have?   945
How many water service connections with septic systems does this system have?   23
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
Union 01-90-413 Discharging 0.3160 366 0.7750

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 3,950 4,087 5,408 6,958 8,953 11,519
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1300 0.1580 0.2030 0.2620 0.3360 0.4330
Commercial 0.0170 0.0201 0.0266 0.0342 0.0440 0.0570
Industrial 0.0110 0.0110 0.0110 0.0110 0.0110 0.0110
Institutional 0.1180 0.1390 0.1850 0.2370 0.3060 0.3930
System Process 0.0020 0.0020 0.0020 0.0020 0.0020 0.0020
Unaccounted-for 0.0220 0.0260 0.0340 0.0430 0.0550 0.0710
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 0.7000 0.7000 0.7000 0.7000 0.7000 0.7000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.7000 0.7000 0.7000 0.7000 0.7000 0.7000
Service Area Demand 0.3000 0.3561 0.4616 0.5892 0.7540 0.9670
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) 0.3000 0.3561 0.4616 0.5892 0.7540 0.9670
Demand as Percent of Supply 43% 51% 66% 84% 108% 138%

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 33 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.    No Changes

Are there other demand management practices you will implement to reduce your future supply needs?   n/a

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   n/a

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?  

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.