Greenevers

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: Greenevers   PWSID: 04-31-060
Mailing Address:314 E. Charity Road
Greenevers, NC 28458		Ownership:Municipality
 
Contact Person:Emma BrinsonTitle:Admin-Clerk
Phone:910-289-3078Cell/Mobile:--
 
Secondary Contact:Mike Houston Phone:919-812-6088
Mailing Address:
, 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 6 100.00 %
What are the estimated total miles of distribution system lines?   9 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?   550
How old are the oldest meters in this system?   1 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   0
What is this system's finished water storage capacity?   0.0750 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

All water meters were replaced in 2025 to a new AMI system.

Programs
Does this system have a program to work or flush hydrants?   Yes, As Needed
Does this system have a valve exercise program?   No
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?   Yes
Does this system have a leak detection program?   Yes

Employees look for leak as they ride throughout the system on a daily basis. We also utilize NCRWA as needed.

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
Northeast Cape Fear River (02-5)100 %
County(s)% of Service Population
Duplin100 %
What was the year-round population served in 2025?   1,390
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 439 0.0486 0 0.0000
Commercial 15 0.0016 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0020 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 0.1138 0.2870 May 0.0734 0.1120 Sep 0.0945 0.1640
Feb 0.1097 0.1450 Jun 0.0820 0.1350 Oct 0.0673 0.1030
Mar 0.0934 0.1550 Jul 0.0827 0.1590 Nov 0.0710 0.1150
Apr 0.1038 0.1690 Aug 0.0915 0.1310 Dec 0.1209 0.1160

We began purchasing water from Duplin County during the month of December 2025, due to our elevated storage tank and well(s) rehabilitation projects.

Ground Water Sources
Name or Number Average Daily Withdrawal (MGD) Max Day Withdrawal (MGD) 12-Hour Supply
(MGD)		 CUA Reduction Year Offline Use Type
MGD Days Used
1 0.0702 340 0.2670 0.1800 CUA10 Regular
2 0.0192 337 0.0600 0.1800 CUA10 Regular
Ground Water Sources (continued)
Name or Number Well Depth (Feet) Casing Depth
(Feet)		 Screen Depth (Feet) Well Diameter (Inches) Pump Intake Depth (Feet) Metered?
Top Bottom
1 320 241 316 8 126 Yes
2 278 148 275 8 126 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   Yes
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
Duplin County 04-31-085 0.0540 28 0.0000 Yes No 6 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0329 May 0.0278 Sep 0.0179
Feb 0.0324 Jun 0.0208 Oct 0.0162
Mar 0.0250 Jul 0.0187 Nov 0.0173
Apr 0.0214 Aug 0.0271 Dec 0.0216

How many sewer connections does this system have?   287
How many water service connections with septic systems does this system have?   166
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
WQ0023910 CS 0.3000 0.3600 0.0000 Rock Creek Northeast Cape Fear River (02-5)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Town of Wallace 04-31-010 Discharging 0.0231 365 0.3600

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 1,390 1,397 1,408 1,418 1,428 1,439
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0486 0.0488 0.0491 0.0494 0.0497 0.0500
Commercial 0.0016 0.0016 0.0016 0.0016 0.0016 0.0017
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.0020 0.0020 0.0020 0.0020 0.0020 0.0020
Unaccounted-for 0.0351 0.0352 0.0354 0.0356 0.0358 0.0361

Our increase in water demand during 2025 is largely due to lack of controls at our wells and elevated storage tank. We have been operating the system in hand operation for some time now and have experience increased water loss due to tank overflow. We are currently having both wells fully rehabbed and new controls will be put into place, which should significantly reduce our overall water loss in 2026 and in the years ahead.

We fill the above reason(s) are the leading & contributing factor to our increase in %UAW for 2025.

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 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000
Service Area Demand 0.0873 0.0876 0.0881 0.0886 0.0891 0.0898
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) 0.0873 0.0876 0.0881 0.0886 0.0891 0.0898
Demand as Percent of Supply 87% 88% 88% 89% 89% 90%

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 35 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?   No Changes

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   No Changes

How does the water system intend to implement the demand management and supply planning components above?   No Changes

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, CCPCUA

What major water supply reports or studies were used for planning?  CCPCUA

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:   Increase distribution system to service larger customer base and increase water storage capacity.

Our increase in water demand during 2025 is largely due to lack of controls at our wells and elevated storage tank. We have been operating the system in hand operation for some time now and have experience increased water loss due to tank overflow. We are currently having both wells fully rehabbed and new controls will be put into place, which should significantly reduce our overall water loss in 2026 and in the years ahead.

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.