Magnolia

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: Magnolia   PWSID: 04-31-035
Mailing Address:P.O. Box 459
Magnolia, NC 28453		Ownership:Municipality
 
Contact Person:Sudie Matthis/Dawn WardTitle:ORC-Mayor
Phone:910-284-6557Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-8 6.00 %
Galvanized Iron 2 4.50 %
Polyvinyl Chloride 2-8 89.50 %
What are the estimated total miles of distribution system lines?   10 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   16 Feet
How many meters were replaced in 2024?   16
How old are the oldest meters in this system?   42 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   10
What is this system's finished water storage capacity?   0.0750 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?   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?   Yes
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?   Increasing Block
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
Northeast Cape Fear River (02-5)100 %
County(s)% of Service Population
Duplin100 %
What was the year-round population served in 2024?   980
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 362 0.0420 0 0.0000
Commercial 13 0.0040 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 6 0.0030 8 0.0050

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0060 MGD

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 0.0670 0.0870 May 0.0630 0.1360 Sep 0.0660 0.1100
Feb 0.0640 0.1010 Jun 0.0760 0.1120 Oct 0.0670 0.0730
Mar 0.0630 0.0960 Jul 0.0650 0.0840 Nov 0.0710 0.0870
Apr 0.0640 0.0880 Aug 0.0650 0.0770 Dec 0.0750 0.1050

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
101 0.0000 0 0 0.1575 CUA0 Emergency
101,102 0.0000 0 0 0.0000 CUA0 Regular
102 0.0670 366 0.136 0.1050 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
101 330 129 222 8 174 Yes
101,102 Yes
102 200 170 200 6 90 Yes
Are ground water levels monitored?   Yes, As Needed
Does this system have a wellhead protection program?   Yes

Well #1 was recovered in Dec 2024 and passed the bacteriological on January 14 2025. At this date ,the depth of screen top and bottom
is not forwarded. The request has been made, but unable to obtain by today.

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 System 04-31-085 0.0000 0 0.0000 2024 No No 8 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Magnolia 0.2700 Yes Yes Well 1 & 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?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1310 May 0.0820 Sep 0.1360
Feb 0.1020 Jun 0.0650 Oct 0.0870
Mar 0.1060 Jul 0.1150 Nov 0.0730
Apr 0.0930 Aug 0.1710 Dec 0.0770

How many sewer connections does this system have?   336
How many water service connections with septic systems does this system have?   45
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
NC0020346 WWTP 0.2500 0.2500 0.1030 0.3160 Stwerts Creek Northeast Cape Fear River (02-5)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Duplin County 04-31-085 Receiving 0.0043 366 0.0300

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 980 1,000 1,020 1,040 1,061 1,082
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0420 0.0430 0.0439 0.0447 0.0456 0.0465
Commercial 0.0040 0.0040 0.0041 0.0041 0.0041 0.0042
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0080 0.0085 0.0094 0.0104 0.0114 0.0126
System Process 0.0060 0.0060 0.0061 0.0062 0.0062 0.0063
Unaccounted-for 0.0070 0.0076 0.0078 0.0081 0.0083 0.0086
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Town of Magnolia 04-31-035 Ground 0.2700 2028 Regular

the Town received a grant to drill new well in March of this year. This new well is to replace well Well #1 which has been recovered 2 times since
2006.

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 0.2700 0.2700 0.2700 0.2700 0.2700 0.2700
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.2700 0.2700 0.2700 0.2700 0.2700
Total Available Supply (MGD) 0.2700 0.5400 0.5400 0.5400 0.5400 0.5400
Service Area Demand 0.0670 0.0691 0.0713 0.0735 0.0756 0.0782
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) 0.0670 0.0691 0.0713 0.0735 0.0756 0.0782
Demand as Percent of Supply 25% 13% 13% 14% 14% 14%

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 43 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.    

Are there other demand management practices you will implement to reduce your future supply needs?   

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   

How does the water system intend to implement the demand management and supply planning components above?   

The current permitted groundwater supply for Magnolia is 0.27 MGD. Since Well No. 101 was recovered at the end of 2024, the actual 12-hr supply is only 0.105 MGD.

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?  Consumption Report Well withdraws, Pumped finished water, waste water DMR

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 Town will pursue grant funding for replacement of inoperable valves within the system. Also, the replacement of old fire hydrants with new ones
with pressure data logger system on all end line hydrants, and other selective hydrants. Seek the feasibility of ways to give better fire fighting capability.

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.