Weldon

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: Weldon   PWSID: 04-42-020
Mailing Address:PO Box 551
Weldon, NC 27890		Ownership:Municipality
 
Contact Person:Donald L. CrowderTitle:ORC Water Treatment System
Phone:252-536-3478Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 27.00 %
Cast Iron 4-10 20.00 %
Ductile Iron 6-12 44.00 %
Galvanized Iron 2 4.00 %
Polyvinyl Chloride 2-12 5.00 %
What are the estimated total miles of distribution system lines?   10 Miles
How many feet of distribution lines were replaced during 2024?   300 Feet
How many feet of new water mains were added during 2024?   980 Feet
How many meters were replaced in 2024?   10
How old are the oldest meters in this system?   7 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   6
What is this system's finished water storage capacity?   1.4000 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, 2 Years or More
Does this system have a cross-connection program?   No
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?   No
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
Roanoke River (14-1)100 %
County(s)% of Service Population
Halifax90 %
Northampton10 %
What was the year-round population served in 2024?   1,383
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 612 0.0570 0 0.0000
Commercial 100 0.1230 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.)?   0.0710 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
Halifax County 04-42-040 0.7370 365 0.9000 2035 Yes Yes 6-12 Regular
Northampton County-Progressive 04-66-045 0.1170 365 0.1000 2025 Yes 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 1.0740 1.2120 May 1.1440 1.2020 Sep 1.2030 1.2680
Feb 1.1410 1.1980 Jun 1.1810 1.2230 Oct 1.2150 1.3100
Mar 1.1670 1.1970 Jul 1.1940 1.2370 Nov 1.0960 1.3310
Apr 1.1530 1.2080 Aug 1.2340 1.3210 Dec 1.1550 1.2850

Surface Water Sources
Stream Reservoir Average Daily Withdrawal Maximum Day
Withdrawal (MGD)		 Available Raw
Water Supply		 Usable On-Stream
Raw Water Supply
Storage (MG)
MGD Days Used MGD * Qualifier
Roanoke River 1.1630 365 1.3310 14.0000 SY20 2.0000

* Qualifier: C=Contract Amount, SY20=20-year Safe Yield, SY50=50-year Safe Yield, F=20% of 7Q10 or other instream flow requirement, CUA=Capacity Use Area Permit

Surface Water Sources (continued)
Stream Reservoir Drainage Area
(sq mi)		 Metered? Sub-Basin County Year
Offline		 Use
Type
Roanoke River 8,424 Yes Roanoke River (14-1) Halifax Regular
What is this system's off-stream raw water supply storage capacity?   2 Million gallons
Are surface water sources monitored?   Yes, Daily
Are you required to maintain minimum flows downstream of its intake or dam?   No
Does this system anticipate transferring surface water between river basins?   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
Roanoke Rapids Sanitary District 04-42-010 0.0000 0 No No 12 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Weldon WTP 2.0000 Yes Yes Roanoke River
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 0.7670 May 0.3640 Sep 0.4500
Feb 0.4380 Jun 0.2820 Oct 0.4430
Mar 0.9440 Jul 0.5580 Nov 0.3010
Apr 0.4480 Aug 0.5130 Dec 0.3070

How many sewer connections does this system have?   613
How many water service connections with septic systems does this system have?   2
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
NC0025721 WWTP 1.2000 1.2000 0.4850 2.1600 Roanoke River Roanoke River (14-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Halifax County 04-42-040 Receiving 0.0910 365 0.5500
Northampton County - Progressive 04-66-045 Receiving 0.2180 365 0.2150
Town of Halifax 04-42-030 Receiving 0.0330 365 0.0400

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 1,383 1,361 1,338 1,316 1,295 1,274
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0570 0.0560 0.0540 0.0530 0.0530 0.0520
Commercial 0.1230 0.1270 0.1310 0.1320 0.1320 0.1380
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 0.0710 0.0740 0.0770 0.0780 0.0800 0.0810
Unaccounted-for 0.0571 0.0585 0.0596 0.0598 0.0603 0.0616
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 14.0000 14.0000 14.0000 14.0000 14.0000 14.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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) 14.0000 14.0000 14.0000 14.0000 14.0000 14.0000
Service Area Demand 0.3081 0.3155 0.3216 0.3228 0.3253 0.3326
Sales 0.8517 1.0170 1.0170 1.0170 1.0170 1.0170
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 1.1598 1.3325 1.3386 1.3398 1.3423 1.3496
Demand as Percent of Supply 8% 10% 10% 10% 10% 10%

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 41 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 Change

Are there other demand management practices you will implement to reduce your future supply needs?   No Change

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   No Change

How does the water system intend to implement the demand management and supply planning components above?   No Change

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, In 2005 the Town of Weldon participated with Halifax County, Northampton County, the Roanoke Rapids Sanitary District and surrounding municipalities in a regional water and wastewater study prepared by Hobbs UpChurch. The study did not move forward. The Town of Weldon and Halifax County participated in a joint water treatment plant project. Funding was secured from USDA. Negotiation on an interlocal agreement broke down and the project stalled. Funding was returned to USDA from both parties.

What major water supply reports or studies were used for planning?  Billing Register, eMORs, eDMRs, Usage Reports and past LWSP

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.