Warsaw

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

Provisional

Water System Name: Warsaw   PWSID: 04-31-015
Mailing Address:P.O. Box 464
Warsaw, NC 28398		Ownership:Municipality
 
Contact Person:Craig ArmstrongTitle:Public Works Director
Phone:910-293-4660Cell/Mobile:910-385-1646
 
Secondary Contact:Bobby Cavenaugh Phone:--
Mailing Address:
, NC 28525		Cell/Mobile:910-385-1646
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 4.00 %
Ductile Iron 4-12 18.00 %
Galvanized Iron 1-2 14.00 %
Polyvinyl Chloride 2-12 64.00 %
What are the estimated total miles of distribution system lines?   28 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?   20
How old are the oldest meters in this system?   23 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   1
What is this system's finished water storage capacity?   0.6000 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?   Yes, 2 Years or More
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?   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
Cape Fear River (02-3)100 %
County(s)% of Service Population
Duplin100 %
What was the year-round population served in 2024?   3,108
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 1,251 0.1238 0 0.0000
Commercial 205 0.1940 0 0.0000
Industrial 3 0.0008 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

The Town has combined the Institutional and Commercial use type and is shown in the Commercial Use Type.

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
Duplin County Water District 04-31-085 0.0000 0 0.0000 No No 12 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 0.3853 0.5010 May 0.4019 0.4520 Sep 0.4710 0.5620
Feb 0.3752 0.4730 Jun 0.4198 0.4960 Oct 0.4502 0.5820
Mar 0.3717 0.4670 Jul 0.4702 0.6000 Nov 0.4411 0.4930
Apr 0.3826 0.4450 Aug 0.4791 0.5720 Dec 0.5053 0.5650

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
2 0.0000 0 0.0000 CUA0 Emergency
3 0.0000 0 0 0.0000 CUA0 Emergency
4 0.2169 366 0.3310 0.3780 CUA0 Regular
5 0.1047 335 0.1710 0.3150 CUA0 Regular
6 0.1513 283 0.2460 0.4410 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
2 286 132 276 8 Yes
3 253 112 243 8 Yes
4 230 134 227 10 156 Yes
5 303 190 300 10 180 Yes
6 347 160 342 10 147 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   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
Duplin County Water District 04-31-085 0.0000 0 0.0000 Yes Yes 12 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Warsaw Water Plant 0.3600 Yes Yes Well #6
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 0.8369 May 0.4221 Sep 0.7529
Feb 0.5362 Jun 0.3512 Oct 0.6232
Mar 0.5606 Jul 0.5399 Nov 0.3928
Apr 0.4768 Aug 0.9459 Dec 0.4436

How many sewer connections does this system have?   1,466
How many water service connections with septic systems does this system have?   30
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
NC0021903 WWTP 0.9150 0.9150 0.5736 Stewarts Creek Northeast Cape Fear River (02-5)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 3,108 3,235 3,400 3,556 3,719 3,890
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1238 0.1288 0.1253 0.1415 0.1479 0.1546
Commercial 0.1940 0.2018 0.2120 0.2217 0.2317 0.2426
Industrial 0.0008 0.0080 0.0080 0.0080 0.0080 0.0080
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.0650 0.0650 0.0650 0.0650 0.0650 0.0650
Unaccounted-for 0.0461 0.0485 0.0493 0.0524 0.0544 0.0565
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 1.1340 1.1340 1.1340 1.1340 1.1340 1.1340
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) 1.1340 1.1340 1.1340 1.1340 1.1340 1.1340
Service Area Demand 0.4297 0.4521 0.4596 0.4886 0.5070 0.5267
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) 0.4297 0.4521 0.4596 0.4886 0.5070 0.5267
Demand as Percent of Supply 38% 40% 41% 43% 45% 46%

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 40 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.