Edgecombe Co WSD

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: Edgecombe Co WSD   PWSID: 04-33-050
Mailing Address:P.O. Box 10
Tarboro, NC 27886		Ownership:County
 
Contact Person:Paul MoseleyTitle:Utilities Director
Phone:252-823-7387Cell/Mobile:252-567-9252
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 2-16 100.00 %
What are the estimated total miles of distribution system lines?   558 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   1,700 Feet
How many meters were replaced in 2024?   150
How old are the oldest meters in this system?   25 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, Daily
Does this system have a valve exercise program?   No
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

All meters are radio read and have leak detection. Purchase vaults are monitored daily for signs of spikes in usage.

Water Conservation
What type of rate structure is used?   Flat/Fixed, 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
Tar River (15-1)100 %
County(s)% of Service Population
Edgecombe100 %
What was the year-round population served in 2024?   13,070
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 5,228 0.6030 0 0.0000
Commercial 95 0.0407 0 0.0000
Industrial 32 0.0570 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0650 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
Macclesfield 04-33-020 0.0000 0 Yes Emergency
Pinetops 04-33-015 0.0000 0 0.0000 No No Emergency
Tarboro 04-33-010 0.0000 0 0.0000 2020 No No 16 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 0.8039 May 0.9993 Sep 0.9701
Feb 0.8390 Jun 1.0335 Oct 0.9302
Mar 0.7257 Jul 1.0552 Nov 0.8259
Apr 0.9286 Aug 0.8838 Dec 0.9010

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
Macclesfield 04-33-020 0.0000 0 Yes Emergency
Pinetops 04-33-015 0.0000 0 No No Emergency
Rocky Mount 04-64-010 0.5611 366 0.6000 2036 Yes Yes 3-16 Regular
Tarboro 04-33-010 0.3446 366 0.7500 2042 Yes Yes 2-16 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0756 May 0.0481 Sep 0.0781
Feb 0.0593 Jun 0.0327 Oct 0.0617
Mar 0.0607 Jul 0.0847 Nov 0.0474
Apr 0.0545 Aug 0.0798 Dec 0.0585

How many sewer connections does this system have?   423
How many water service connections with septic systems does this system have?   4,816
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
Rocky Mount 04-64-010 Discharging 0.0617 366 0.2400

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 13,070 13,500 14,000 14,000 14,000 14,000
Seasonal Population 0 0 0 0 0 0
 
Residential 0.6030 0.6000 0.6000 0.6000 0.6000 0.6000
Commercial 0.0407 0.0450 0.0450 0.0450 0.0450 0.0450
Industrial 0.0570 0.1000 0.1000 0.1000 0.1000 0.1000
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.0650 0.0300 0.0300 0.0300 0.0300 0.0300
Unaccounted-for 0.1400 0.1400 0.1400 0.1400 0.1400 0.1400
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 1.3500 1.3500 1.3500 1.3500 1.3500 1.3500
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 1.3500 1.3500 1.3500 1.3500 1.3500 1.3500
Service Area Demand 0.9057 0.9150 0.9150 0.9150 0.9150 0.9150
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) 0.9057 0.9150 0.9150 0.9150 0.9150 0.9150
Demand as Percent of Supply 67% 68% 68% 68% 68% 68%

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 46 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.