Elizabethtown

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: Elizabethtown   PWSID: 03-09-010
Mailing Address:PO Box 700 401 W.Swanzy St.
Elizabethtown, NC 28337		Ownership:Municipality
 
Contact Person:Steve DuffyTitle:Public Service Director
Phone:910-862-2035Cell/Mobile:--
 
Secondary Contact:Paul Langfield Phone:336-309-9363
Mailing Address:
, NC 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-10 34.00 %
Cast Iron 4-16 19.00 %
Ductile Iron 8-16 24.00 %
Galvanized Iron 1-2 10.00 %
Polyvinyl Chloride 2-12 13.00 %
What are the estimated total miles of distribution system lines?   58 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?   15
How old are the oldest meters in this system?   31 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   122
What is this system's finished water storage capacity?   1.5000 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, Annually
Does this system have a valve exercise program?   No, As Needed
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

Use NCRWA as needed for leak detection.

Water Conservation
What type of rate structure is used?   Increasing Block, Other
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

We use NCRWA for leak detection as needed.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Cape Fear River (02-3)100 %
County(s)% of Service Population
Bladen100 %
What was the year-round population served in 2024?   3,132
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 1,638 0.1884 0 0.0000
Commercial 323 0.0712 0 0.0000
Industrial 9 0.0166 0 0.0000
Institutional 86 0.0746 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0001 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
Bladen County WD-West Bladen 03-09-055 0.0000 0 0.1500 2039 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 0.2848 May 0.4205 Sep 0.4245
Feb 0.3661 Jun 0.4629 Oct 0.4131
Mar 0.3294 Jul 0.5074 Nov 0.3669
Apr 0.4689 Aug 0.4219 Dec 0.3895

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
1A 0.1243 358 0.4160 CUA0 Regular
2 0.0673 357 0.1370 CUA0 Regular
3A 0.1002 350 0.3150 CUA0 Regular
4 0.0890 342 0.2390 CUA0 Regular
5 0.0406 342 0.1630 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
1A 281 254 145 250 10 145 Yes
2 360 360 172 356 6 175 Yes
3A 247 124 129 244 10 180 Yes
4 268 127 127 261 8 141 Yes
5 230 124 124 211 10 100 Yes
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
Bladen County 03-09-055 0.0000 0 0.0000 2039 Yes Yes 8 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
PO2 Treatment_ PLT_ Well #2 0.2500 Yes Yes Ground
PO3 Treatment_ PLT_ Well #3A 0.2500 Yes No Ground
PO4 Treatment_ PLT_ Well #4 0.2500 Yes No Ground
PO5 Treatment_ PLT_ Well #5 0.2500 Yes Yes Ground
PO6 Treatment_ PLT_ Well #1A 0.2500 Yes Yes Ground
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?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.5680 May 0.4390 Sep 0.6890
Feb 0.5270 Jun 0.4040 Oct 0.5600
Mar 0.5660 Jul 0.4550 Nov 0.4680
Apr 0.4970 Aug 0.7880 Dec 0.4380

How many sewer connections does this system have?   1,918
How many water service connections with septic systems does this system have?   24
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
NC0026671 WWTP 1.2250 1.2250 0.5330 1.9000 Cape Fear River Cape Fear River (02-3)
WQ0004038 CS 0.0000 0.0000 0.0000 Cape Fear River Cape Fear River (02-3)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Dublin 03-09-025 Receiving 0.0354 366 0.0950

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 3,132 3,392 3,746 4,097 4,481 4,901
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1884 0.1798 0.1985 0.2171 0.2375 0.2598
Commercial 0.0712 0.0771 0.0851 0.0931 0.1018 0.1113
Industrial 0.0166 0.0198 0.0266 0.0358 0.0481 0.0647
Institutional 0.0746 0.0750 0.0758 0.0766 0.0773 0.0781
System Process 0.0001 0.0251 0.0251 0.0251 0.0251 0.0251
Unaccounted-for 0.0532 0.0419 0.0458 0.0499 0.0546 0.0600
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 1.2700 1.2700 1.2700 1.2700 1.2700 1.2700
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) 1.2700 1.2700 1.2700 1.2700 1.2700 1.2700
Service Area Demand 0.4041 0.4187 0.4569 0.4976 0.5444 0.5990
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) 0.4041 0.4187 0.4569 0.4976 0.5444 0.5990
Demand as Percent of Supply 32% 33% 36% 39% 43% 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 60 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.