Winterville, Town of

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: Winterville, Town of   PWSID: 04-74-040
Mailing Address:PO Box 1459
Winterville, NC 28590
Ownership:Municipality
 
Contact Person:Cliff McGuffinTitle:Public Works Director
Phone:252-215-2428Cell/Mobile:252-414-8793
 
Secondary Contact:Mike Houston Phone:919-812-6088
Mailing Address:
, NC 28525
Cell/Mobile:252-414-8793
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 8.00 %
Cast Iron 1-10 1.00 %
Ductile Iron 6-12 0.50 %
Galvanized Iron 1-2 0.50 %
Polyvinyl Chloride 2-12 90.00 %
What are the estimated total miles of distribution system lines?   68 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   2,248 Feet
How many meters were replaced in 2024?   135
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?   131
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, As Needed
Does this system have a valve exercise program?   Yes, 2 Years or More
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

Employees look for leaks while in the field and utilize NCRWA on an as needed basis.

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
Neuse River (10-1)100 %
County(s)% of Service Population
Pitt100 %
What was the year-round population served in 2024?   10,792
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 4,278 0.5366 0 0.0000
Commercial 285 0.0831 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.)?   0.0200 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
Bell Arthur Water 04-74-045 0.0000 0 0.0000 9999 No No 10 Emergency
Greenville Utilities 04-74-010 0.0000 0 0.0000 2034 Yes Yes 12 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 0.6077 May 0.7194 Sep 0.6269
Feb 0.6087 Jun 0.8624 Oct 0.6480
Mar 0.6184 Jul 0.7220 Nov 0.6408
Apr 0.6366 Aug 0.6673 Dec 0.6194

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
2 0.0800 312 0.2510 0.1656 CUA25 Regular
3 0.0000 0 0.0000 0.1080 CUA25 2010 Emergency
4 0.1670 312 0.5210 0.4320 CUA25 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
2 436 340 432 10 215 Yes
3 377 240 372 10 205 Yes
4 432 326 427 12 190 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
Bell Arthur Water 04-74-045 0.0000 0 0.0000 9999 No No 10 Emergency
Greenville Utilities Commission 04-74-010 0.4510 366 0.6000 2034 Yes Yes 12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 0.7099 May 0.5569 Sep 0.7397
Feb 0.5868 Jun 0.5267 Oct 0.6642
Mar 0.7104 Jul 0.6532 Nov 0.5604
Apr 0.6714 Aug 0.7873 Dec 0.6225

How many sewer connections does this system have?   4,037
How many water service connections with septic systems does this system have?   219
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
NC0032077 WWTP 3.5000 4.0000 0.6497 Contentnea Creek / Neuse River Neuse River (10-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 10,792 10,812 11,422 12,000 12,607 13,245
Seasonal Population 0 0 0 0 0 0
 
Residential 0.5366 0.5298 0.5597 0.5880 0.6177 0.6490
Commercial 0.0831 0.0859 0.0907 0.0953 0.1007 0.1052
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 0.0200 0.0206 0.0217 0.0227 0.0238 0.0250
Unaccounted-for 0.0219 0.0226 0.0239 0.0251 0.0264 0.0277

We got confirmation last year that GUC would agree to an increase from 0.600 MGD to 0.750 MGD should the need arise in the future. Accordingly, the additional 0.150 MGD is shown here as a Future Supply.

Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Greenville Utilities Commission 04-74-010 Purchase 0.1500 2026 Regular

We got confirmation last year that GUC would agree to an increase from 0.600 MGD to 0.750 MGD should the need arise in the future. Accordingly, the additional 0.150 MGD is shown here as a Future Supply.

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 0.2475 0.2475 0.2475 0.2475 0.2475 0.2475
Purchases 0.6000 0.6000 0.6000 0.6000 0.6000 0.6000
Future Supplies 0.1500 0.1500 0.1500 0.1500 0.1500
Total Available Supply (MGD) 0.8475 0.9975 0.9975 0.9975 0.9975 0.9975
Service Area Demand 0.6616 0.6589 0.6960 0.7311 0.7686 0.8069
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) 0.6616 0.6589 0.6960 0.7311 0.7686 0.8069
Demand as Percent of Supply 78% 66% 70% 73% 77% 81%

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.    Work with surface water supplier to increase purchased water contract amount. Maximize well usage based off permitted amounts.

Are there other demand management practices you will implement to reduce your future supply needs?    Public education about water conservation and more efficient fixtures and programs to help educate the consumers.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   As for the future water capacity for the Town we have been working with the Wooten Company Engineering firm to come up with a plan to better provide water for the Town. We are looking into an additional elevated tank and bigger distribution lines as the town is growing rapidly. We are also looking at our purchase agreement with Greenville Utilities Commission to purchase more water in the future as demand increases. Wooten has all the numbers, and we meet regularly to look at the hydraulics and plan accordingly so to stay ahead of the increase in growth.

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?  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:   More staffing is needed to ensure proper flushing of the system and to keep up the demand of work orders for our growing system and aging infrastructure.

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.