Beaufort

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: Beaufort   PWSID: 04-16-010
Mailing Address:P.O. Box 390
Beaufort, NC 28516		Ownership:Municipality
 
Contact Person:Wade KeelerTitle:Water Treatment Operator
Phone:252-728-2130Cell/Mobile:252-808-5425
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6,8 10.00 %
Cast Iron 4-10 30.00 %
Ductile Iron 6-10 5.00 %
Galvanized Iron 1.5-2 10.00 %
Polyvinyl Chloride 2-12 45.00 %
What are the estimated total miles of distribution system lines?   50 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   4,028 Feet
How many meters were replaced in 2024?   124
How old are the oldest meters in this system?   60 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   406
What is this system's finished water storage capacity?   0.7100 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?   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
Water Conservation
What type of rate structure is used?   Flat/Fixed, 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

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
White Oak River (17-1)100 %
County(s)% of Service Population
Carteret100 %
What was the year-round population served in 2024?   4,804
What was the seasonal population and months served in 2024? (if applicable)   10,000 ( Apr May Jun Jul Aug Sep Oct )
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 3,638 0.3609 138 0.0024
Commercial 272 0.0823 0 0.0000
Industrial 44 0.0193 0 0.0000
Institutional 27 0.0074 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0089 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
North River/Mill Creek 04-16-197 0.0000 0 0.0000 2050 Yes No 8 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 0.4047 0.6351 May 0.5848 0.8276 Sep 0.5742 0.8332
Feb 0.4182 0.6034 Jun 0.7399 0.9466 Oct 0.6179 0.7722
Mar 0.4714 0.6879 Jul 0.7443 0.9294 Nov 0.5505 0.7500
Apr 0.4779 0.6092 Aug 0.6747 0.9078 Dec 0.5032 0.7604

Includes small purchase for North River system

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
1 0.0000 0 0 0.0000 CUA0 Regular
2 0.1538 366 0.3730 0.3816 CUA0 Regular
3 0.1212 313 0.5420 0.3600 CUA0 Regular
4 0.1590 365 0.4877 0.4680 CUA0 Regular
5 0.1353 364 0.3812 0.4680 CUA0 Regular
TW-01 0.0000 0 0.4680 CUA0 Regular
TW-02 0.0000 0 0 0.4680 CUA0 Regular
TW-03 0.0000 0 0 0.4680 CUA0 Regular
TW-04 0.0000 0 0 0.4680 CUA0 Regular
TW-06 0.0000 0 0 0.4680 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
1 286 255 286 8 80 No
2 390 278 385 10 130 Yes
3 300 235 285 10 177 Yes
4 305 245 300 12 235 Yes
5 305 250 300 12 235 Yes
TW-01 298 238 293 12 200 No
TW-02 290 230 285 12 200 No
TW-03 290 230 285 12 200 No
TW-04 290 250 285 12 200 No
TW-06 292 237 287 12 200 No
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   Yes
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
North River/Mill Creek 04-16-197 0.0134 365 0.0200 2050 Yes No 8 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Glenda Drive WTP 1.8720 Yes Yes Well #3 and #4
Pine Street WTP 1.8720 Yes Yes Well #5 and #2
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?  
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?  
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  Yes

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.9515 May 0.6754 Sep 1.3860
Feb 0.6913 Jun 0.5997 Oct 0.6924
Mar 1.0577 Jul 0.6560 Nov 0.5031
Apr 0.7743 Aug 0.9023 Dec 0.4544

How many sewer connections does this system have?   3,973
How many water service connections with septic systems does this system have?   22
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
NC0021831 WWTP 1.5000 1.5000 0.7780 3.4000 Taylor Creek White Oak River (17-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 4,804 5,300 5,800 6,500 7,200 7,700
Seasonal Population 10,000 11,250 12,000 13,500 14,400 15,400
 
Residential 0.3633 0.3655 0.4021 0.4503 0.5269 0.6213
Commercial 0.0823 0.0953 0.0996 0.1115 0.1260 0.1424
Industrial 0.0193 0.0212 0.0234 0.0257 0.0288 0.0328
Institutional 0.0074 0.0081 0.0090 0.0098 0.0108 0.0119
System Process 0.0089 0.0098 0.0110 0.0125 0.0145 0.0171
Unaccounted-for 0.0827 0.0721 0.0786 0.0879 0.1020 0.1191
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 1.8720 1.8720 1.8720 1.8720 1.8720 1.8720
Purchases 0.0134 0.0134 0.0134 0.0134 0.0134 0.0134
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 1.8854 1.8854 1.8854 1.8854 1.8854 1.8854
Service Area Demand 0.5639 0.5720 0.6237 0.6977 0.8090 0.9446
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) 0.5639 0.5720 0.6237 0.6977 0.8090 0.9446
Demand as Percent of Supply 30% 30% 33% 37% 43% 50%

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 76 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.    Looks at increasing the means of production from turning new wells online, replacing old well pumps and high service pumps, or building a new water treatment plant.

Are there other demand management practices you will implement to reduce your future supply needs?   Increase the amount of publication concerning low flow options and water conservation within the Town of Beaufort.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   A new water treatment facility, current facilities are old built in the 1980s and upgrade would provide for better production with a decrease in waste.

How does the water system intend to implement the demand management and supply planning components above?   Fing grant opportunities, increase in the utility rate to fund the project, training for staff currently on-board with the Town of Beaufort, a cooperative agreement with other water treatment facilities in the area, etc.

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:   Storage is needed at Pine Street Water Treatment Plant, currently the clearwell is a small 10,000-gallon tank. Current softeners are limited at softening water at rate of 750 gpms, current well pumps can pump at a higher rate than 750 gpms, but the system is constrained by the flow amount of the softener. New softeners would be able to increase production and provide a better product.

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.