Eastover Sanitary District

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: Eastover Sanitary District   PWSID: 50-26-027
Mailing Address:3890 Dunn Road
Eastover, NC 28312		Ownership:District
 
Contact Person:Lisa W. LloydTitle:District Manager
Phone:910-229-3716Cell/Mobile:910-229-3716
 
Secondary Contact:Daniel Sears Morales Phone:252-235-4900
Mailing Address:4700 Homewood Court, 108
Raleigh, NC 27609		Cell/Mobile:910-229-3716
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 12-16 5.00 %
Polyvinyl Chloride 2-12 95.00 %
What are the estimated total miles of distribution system lines?   162 Miles
How many feet of distribution lines were replaced during 2024?   150 Feet
How many feet of new water mains were added during 2024?   5,987 Feet
How many meters were replaced in 2024?   197
How old are the oldest meters in this system?   13 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   58
What is this system's finished water storage capacity?   0.4000 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?   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?   Yes
Water Conservation
What type of rate structure is used?   Flat/Fixed
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
Cape Fear River (02-3)100 %
County(s)% of Service Population
Cumberland100 %
What was the year-round population served in 2024?   8,031
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 3,080 0.3784 0 0.0000
Commercial 80 0.0611 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 2 0.0029 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0500 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 0.3735 May 0.4385 Sep 0.4367
Feb 0.4527 Jun 0.4949 Oct 0.3889
Mar 0.3639 Jul 0.5486 Nov 0.5874
Apr 0.4205 Aug 0.4377 Dec 0.3578

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
City of Dunn 03-43-010 0.5792 365 1.0000 2031 Yes Yes 12 Regular
City of Fayetteville PWC 03-26-010 0.0000 0 0.0000 2035 Yes No 16 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.5521 May 0.7391 Sep 0.5102
Feb 0.3734 Jun 0.7154 Oct 0.5762
Mar 0.5729 Jul 0.4905 Nov 0.5442
Apr 0.6083 Aug 0.6438 Dec 0.4832

How many sewer connections does this system have?   665
How many water service connections with septic systems does this system have?   3,181
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
Fayetteville PWC 03-26-010 Discharging 0.0992 365 0.5940

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 8,031 8,275 8,698 9,143 9,611 10,102
Seasonal Population 0 0 0 0 0 0
 
Residential 0.3784 0.3899 0.4098 0.4308 0.4528 0.4760
Commercial 0.0611 0.0630 0.0662 0.0696 0.0731 0.0769
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0029 0.0030 0.0031 0.0033 0.0035 0.0036
System Process 0.0500 0.0520 0.0520 0.0520 0.0520 0.0520
Unaccounted-for 0.0852 0.1200 0.1100 0.1000 0.0900 0.0800
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 0.5776 0.6279 0.6411 0.6557 0.6714 0.6885
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) 0.5776 0.6279 0.6411 0.6557 0.6714 0.6885
Demand as Percent of Supply 58% 63% 64% 66% 67% 69%

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 47 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?   

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.