Sampson County WD II - Plainview

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: Sampson County WD II - Plainview   PWSID: 50-82-022
Mailing Address:P.O. Box 1280
Clinton, NC 28329		Ownership:County
 
Contact Person:Ashley HollandTitle:Interim Public Works Director
Phone:910-592-0188Cell/Mobile:--
 
Secondary Contact:Emma Ialeggio, EI Phone:919-424-3768
Mailing Address:2610 Wycliff Road
Raleigh, NC 27607		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 4-12 4.00 %
Other 4-12 6.00 %
Polyvinyl Chloride 2-16 90.00 %
What are the estimated total miles of distribution system lines?   74 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?   0
How old are the oldest meters in this system?   8 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
Programs
Does this system have a program to work or flush hydrants?   Yes, Semi-Annually
Does this system have a valve exercise program?   Yes, Semi-Annually
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?   Yes
Does this system have a leak detection program?   No
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
South River (02-4)100 %
County(s)% of Service Population
Sampson100 %
What was the year-round population served in 2025?   3,625
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 1,450 0.0514 0 0.0000
Commercial 20 0.0051 0 0.0000
Industrial 5 0.0281 0 0.0000
Institutional 26 0.0096 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0120 MGD

Regarding the apparent low residential demand of 0.0514 MGD in 2025 -- from January to July 2025, a daily average of 0.0102 MGD of water was sold to 152 residential customers in Plainview. This equates to 46 gallons per customer per capita day. During this period, Plainview's other 1,298 residential customers, as well as those for the other use types, were provided water by the Sampson County District II-Dunn system.

From August to December 2025, water was sold to a total of 1,450 residential customers and 5 industrial/industrial users. A daily average of 0.0984 MGD over 153 days was sold to the 1,450 residential customers, which equates to 27 gallons per customer per capita day.

The addition of these customers in August caused the average water usage for the entire year to be skewed, since Plainview was only selling to a smaller portion of customers during the first part of the year. Therefore, 0.0514 MGD is the average residential use over the entire year, considering both periods of sales to customers.

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
District II-Dunn 03-82-070 0.0000 0 Yes 12 Regular

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 0.0544 May 0.0467 Sep 0.3012
Feb 0.0452 Jun 0.0432 Oct 0.2575
Mar 0.0319 Jul 0.1767 Nov 0.2673
Apr 0.0391 Aug 0.2730 Dec 0.0362

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
Dunn 03-43-010 0.1314 365 0.6000 2036 Yes Yes 12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0000 May 0.0000 Sep 0.0000
Feb 0.0000 Jun 0.0000 Oct 0.0000
Mar 0.0000 Jul 0.0000 Nov 0.0000
Apr 0.0000 Aug 0.0000 Dec 0.0000

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   0
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 3,625 3,810 3,821 3,833 3,844 3,856
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0514 0.0541 0.0542 0.0544 0.0546 0.0547
Commercial 0.0051 0.0053 0.0054 0.0054 0.0054 0.0054
Industrial 0.0281 0.0295 0.0296 0.0297 0.0298 0.0299
Institutional 0.0096 0.0101 0.0112 0.0123 0.0136 0.0151
System Process 0.0120 0.0130 0.0130 0.0130 0.0130 0.0130
Unaccounted-for 0.0252 0.0131 0.0133 0.0134 0.0136 0.0138
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 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000
Service Area Demand 0.1314 0.1251 0.1267 0.1282 0.1300 0.1319
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) 0.1314 0.1251 0.1267 0.1282 0.1300 0.1319
Demand as Percent of Supply 22% 21% 21% 21% 22% 22%

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 14 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?  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.