Southern Wayne SD

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: Southern Wayne SD   PWSID: 04-96-045
Mailing Address:1370 Old Grantham Road
Goldsboro, NC 27530		Ownership:District
 
Contact Person:Jeremy KingTitle:ORC
Phone:919-731-2520Cell/Mobile:--
 
Secondary Contact:Mike Houston Phone:919-812-6088
Mailing Address:
, NC 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 18 0.50 %
Polyvinyl Chloride 2-12 99.50 %
What are the estimated total miles of distribution system lines?   74 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   146
How old are the oldest meters in this system?   10 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?   1.8000 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, Annually
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?   Yes

Employees look for leaks while in the field and we 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
Wayne100 %
What was the year-round population served in 2024?   7,793
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 3,181 0.3908 0 0.0000
Commercial 45 0.0235 0 0.0000
Industrial 5 0.0237 0 0.0000
Institutional 26 0.0089 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0950 MGD

System process water has increased from prior years due to tracking fire use, well backwash, and distribution flushing more closely.

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 0.5659 0.8610 May 0.6106 0.7210 Sep 0.6572 0.7700
Feb 0.5150 0.6160 Jun 0.7543 1.0650 Oct 0.7130 1.2780
Mar 0.5125 0.6000 Jul 0.4923 0.6600 Nov 0.6613 0.9650
Apr 0.4110 0.6120 Aug 0.6633 0.7640 Dec 0.6704 1.1720

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
10 0.1459 366 0.3250 0.1620 CUA0 Regular
2 0.0000 0 0.2290 CUA0 Regular
4 0.1015 311 0.1980 0.1800 CUA0 Regular
5 0.1379 162 0.5890 0.2426 CUA0 Regular
6 0.0750 334 0.1740 0.1080 CUA0 Regular
8 0.1966 301 0.3850 0.3089 CUA0 Regular
9 0.0798 366 0.1590 0.1447 CUA0 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
10 200 100 185 8 100 Yes
2 220 84 214 6 107 Yes
4 195 62 190 8 90 Yes
5 155 65 149 8 108 Yes
6 211 105 195 8 160 Yes
8 135 73 133 8 70 Yes
9 185 77 180 8 100 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   No
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
SouthWestern Wayne 04-96-065 0.0000 0 0.0000 Yes Yes 6 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Ada Craig Water Filter Plant 0.5000 Yes Yes Upper Cape Fear Aquifer/Black Creek Aquifer
Durham Lake Water Filter Plant 0.5000 Yes Yes Upper Cape Fear Aquifer/Black Creek Aquifer
Fairground Water Filter Plant 0.3500 Yes No Upper Cape Fear Aquifer/Black Creek Aquifer
Outer Marker Water Filter Plan 0.3500 Yes No Upper Cape Fear Aquifer/Black Creek Aquifer
Tower Water Filter Plant 0.3500 Yes Yes Upper Cape Fear Aquifer/Black Creek Aquifer
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  No
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  No
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0524 May 0.0594 Sep 0.0516
Feb 0.0369 Jun 0.0336 Oct 0.0595
Mar 0.0382 Jul 0.0432 Nov 0.0695
Apr 0.0395 Aug 0.0484 Dec 0.0502

How many sewer connections does this system have?   104
How many water service connections with septic systems does this system have?   3,153
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
City of Goldsboro 04-96-010 Discharging 0.0486 366 0.4000

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 7,793 7,968 8,267 8,547 8,836 9,134
Seasonal Population 0 0 0 0 0 0
 
Residential 0.3908 0.3995 0.4145 0.4285 0.4429 0.4578
Commercial 0.0235 0.0240 0.0249 0.0256 0.0263 0.0272
Industrial 0.0237 0.0237 0.0237 0.0237 0.0237 0.0237
Institutional 0.0089 0.0091 0.0094 0.0098 0.0101 0.0104
System Process 0.0950 0.0971 0.1007 0.1041 0.1076 0.1112
Unaccounted-for 0.0612 0.0619 0.0641 0.0662 0.0683 0.0705
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 1.4990 1.4990 1.4990 1.4990 1.4990 1.4990
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) 1.4990 1.4990 1.4990 1.4990 1.4990 1.4990
Service Area Demand 0.6031 0.6153 0.6373 0.6579 0.6789 0.7008
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) 0.6031 0.6153 0.6373 0.6579 0.6789 0.7008
Demand as Percent of Supply 40% 41% 43% 44% 45% 47%

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.    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:   N/A

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.