Wayne Water District Purchase

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: Wayne Water District Purchase   PWSID: 60-96-001
Mailing Address:P. O. Box 1583
Goldsboro, NC 27533		Ownership:District
 
Contact Person:Matthew WagnerTitle:Operations Manager
Phone:919-731-2310Cell/Mobile:919-920-7758
 
Secondary Contact:Trey Gurley Phone:919-736-7630
Mailing Address:P. O. Box 1776
goldsboro, NC 27534		Cell/Mobile:919-920-7758
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 4-16 2.90 %
Other 8-16 0.40 %
Polyvinyl Chloride 2-12 96.70 %
What are the estimated total miles of distribution system lines?   167 Miles
How many feet of distribution lines were replaced during 2024?   803 Feet
How many feet of new water mains were added during 2024?   4,546 Feet
How many meters were replaced in 2024?   74
How old are the oldest meters in this system?   15 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?   2.3000 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, 2 Years or More
Does this system have a valve exercise program?   No, 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?   Yes
Does this system have a leak detection program?   No
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
Wayne100 %
What was the year-round population served in 2024?   15,477
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 6,291 0.7756 0 0.0000
Commercial 88 0.1868 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.)?   0.0060 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
City of Goldsboro 04-96-010 0.0000 0 0.6500 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 0.9261 1.2100 May 1.1516 1.5650 Sep 1.1202 2.0980
Feb 0.9037 1.2520 Jun 1.2934 1.8920 Oct 1.0824 2.1280
Mar 0.9158 1.1910 Jul 1.1231 1.7410 Nov 0.9465 1.3860
Apr 0.9939 1.3070 Aug 1.1072 1.5930 Dec 0.9775 1.2550

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
Goldsboro 04-96-010 0.3080 366 3.2000 2034 Yes Yes 12 Regular
Wayne Water Districts 04-96-065 0.7340 366 1.0000 2034 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?   6,379
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 15,477 16,923 19,640 22,793 26,542 30,699
Seasonal Population 0 0 0 0 0 0
 
Residential 0.7756 0.8481 0.9842 1.1422 1.3256 1.5384
Commercial 0.1868 0.2043 0.2371 0.2751 0.3193 0.3705
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 0.0060 0.0066 0.0076 0.0088 0.0103 0.0119
Unaccounted-for 0.0736 0.0806 0.0935 0.1085 0.1259 0.1461
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 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000
Service Area Demand 1.0420 1.1396 1.3224 1.5346 1.7811 2.0669
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) 1.0420 1.1396 1.3224 1.5346 1.7811 2.0669
Demand as Percent of Supply 25% 27% 31% 37% 42% 49%

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.    Conduct regular water audits

Are there other demand management practices you will implement to reduce your future supply needs?   Promote conservation

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   None

How does the water system intend to implement the demand management and supply planning components above?   Technical assistance as required

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?  None

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:   No 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.