Beulaville

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: Beulaville   PWSID: 04-31-020
Mailing Address:P.O. Box 130
Beulaville, NC 28518		Ownership:Municipality
 
Contact Person:Lori WilliamsTitle:Town Manager
Phone:910-298-4647Cell/Mobile:--
 
Secondary Contact:John Malone Phone:336-780-0786
Mailing Address:
, NC 		Cell/Mobile:336-780-0786
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-8 10.00 %
Cast Iron 6-8 13.50 %
Ductile Iron 6-16 1.00 %
Galvanized Iron 2 3.00 %
Polyvinyl Chloride 2 -12 72.50 %
What are the estimated total miles of distribution system lines?   15 Miles
How many feet of distribution lines were replaced during 2025?   21,000 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   15
How old are the oldest meters in this system?   21 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   11
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, As Needed
Does this system have a cross-connection program?   No
Does this system have a program to replace meters?   No
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
Water Conservation
What type of rate structure is used?   Uniform
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

The Town has interconnections with Chinquapin Water Association (NC0431050) & Duplin County District (NC0431085) that can be utilized in an emergency.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Northeast Cape Fear River (02-5)100 %
County(s)% of Service Population
Duplin100 %
What was the year-round population served in 2025?   1,577
Has this system acquired another system since last report?   No

2025 Population based on 621 residential connections x 2.54 people per connection = 1577

Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 621 0.0550 0 0.0000
Commercial 115 0.0267 1 0.0000
Industrial 6 0.0085 0 0.0000
Institutional 29 0.0133 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0422 MGD

Commercial Non-Metered is Hydrant Sales (tanks of water). Excessive flushing (system) due to construction of new mains and disturbed water for tie in of new mains to old.

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
Chinquapin Water Association 04-31-050 0.0000 0 0.0000 No No 6 Emergency
Duplin County Water System 04-31-085 0.0000 0 0.0000 No No 6 Emergency

No Water sold to Chinquapin Water Association or Duplin County Water System in 2025.

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 0.1518 0.3390 May 0.1868 0.4190 Sep 0.1764 0.2350
Feb 0.1502 0.1970 Jun 0.1965 0.5000 Oct 0.1225 0.2440
Mar 0.1531 0.2060 Jul 0.1903 0.2440 Nov 0.1128 0.1400
Apr 0.1688 0.4720 Aug 0.1942 0.2160 Dec 0.1131 0.1510

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
Well # 1 (Not in Use) 0.0000 0 0.1580 CUA10 2015 Emergency
Well # 2 (Not in Use) 0.0000 0 0.1800 CUA0 2015 Emergency
Well # 3 0.0962 365 0.2970 0.2160 CUA10 Regular
Well # 4 0.0653 355 0.2030 0.1440 CUA10 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
Well # 1 (Not in Use) 260 189 243 8 177 Yes
Well # 2 (Not in Use) 196 163 193 8 115 Yes
Well # 3 445 210 440 10 166 Yes
Well # 4 288 188 283 12 177 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   No

Wells # 1 & # 2 have been out of service since 2015.

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
Chinquapin Water Association 04-31-050 0.0000 0 No No 6,8 Emergency
Duplin County Water System 04-31-085 0.0000 0 No No 6,8 Emergency

No Water Purchased from Chinquapin Water Association or Duplin County Water System in 2025.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1370 May 0.2086 Sep 0.1553
Feb 0.1723 Jun 0.1916 Oct 0.1595
Mar 0.1948 Jul 0.1693 Nov 0.1279
Apr 0.1383 Aug 0.3068 Dec 0.1721

How many sewer connections does this system have?   717
How many water service connections with septic systems does this system have?   35
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
NC0026018 WWTP 0.5200 0.5200 0.1781 0.6790 Persimmon Branch Northeast Cape Fear River (02-5)

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 1,577 1,609 1,683 1,760 1,841 1,925
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0550 0.0684 0.0715 0.0748 0.0782 0.0818
Commercial 0.0267 0.0272 0.0285 0.0297 0.0311 0.0325
Industrial 0.0085 0.0085 0.0086 0.0087 0.0088 0.0089
Institutional 0.0133 0.0136 0.0142 0.0148 0.0155 0.0162
System Process 0.0422 0.0100 0.0100 0.0100 0.0100 0.0100
Unaccounted-for 0.0140 0.0129 0.0134 0.0139 0.0145 0.0151

2025 System process is high due to excessive construction related flushing. Projections based on 0.5% annual growth rate.

Adjusted residential demand to produce a consumption rate of 42 GPCD which is the historical average.
Adjusted industrial demand to 0.1% annual growth rate.
Adjusted process demand to align with the historical average of 0.01 MGD.
Adjusted unaccounted-for demand to 9% of total demand which is the historical average.

Demand v/s Percent of Supply
  2025 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.3851 0.3851 0.3851 0.3851 0.3851 0.3851
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) 0.3851 0.3851 0.3851 0.3851 0.3851 0.3851
Service Area Demand 0.1597 0.1406 0.1462 0.1519 0.1581 0.1645
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) 0.1597 0.1406 0.1462 0.1519 0.1581 0.1645
Demand as Percent of Supply 41% 37% 38% 39% 41% 43%

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 35 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?   None

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?   N/A

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:   None

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.