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

Incomplete

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 16.00 %
Polyvinyl Chloride 2-6 78.00 %
What are the estimated total miles of distribution system lines?   11 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   0 Feet
How many meters were replaced in 2002?   20
How old are the oldest meters in this system?   39 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   0
What is this system's finished water storage capacity?   0.0830 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, 2-6 Months
Does this system have a valve exercise program?   No, None
Does this system have a cross-connection program?   No
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?   No
Water Conservation
What type of rate structure is used?   Increasing
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?   No

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Cape Fear River (02-3)0 %
County(s)% of Service Population
Duplin0 %
What was the year-round population served in 2002?   956
Has this system acquired another system since last report?   
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 353 0.0550 14 0.0040
Commercial 12 0.0090 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0030 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 0.0940 0.1240 May 0.1040 0.1340 Sep 0.0950 0.1430
Feb 0.0960 0.1180 Jun 0.0990 0.1410 Oct 0.0990 0.1440
Mar 0.0980 0.1480 Jul 0.1000 0.1430 Nov 0.0940 0.1290
Apr 0.1000 0.1460 Aug 0.0960 0.1340 Dec 0.0900 0.1180

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 0.0970 190 0.144 0.1350 CUA0 Regular
2 0.0970 175 0.148 0.1350 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
1 470 450 129 222 8 400 No
2 200 170 170 200 6 170 Yes
Are ground water levels monitored?   No, None
Does this system have a wellhead protection program?   Yes

Withdrawals from Wells 1 and 2 located in the Central Coastal Capacity Use Area are not subject to .0503 Reductions.
The proposed permitted maximum daily ground water withdrawal from both wells 1 and 2 based on permit number CU3012 is 0.270 mgd.

Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Magnolia 0.2880 No Yes Well 1 & 2
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2002?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2002?  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 0.0720 May 0.0680 Sep 0.1010
Feb 0.0760 Jun 0.0670 Oct 0.0520
Mar 0.0820 Jul 0.0070 Nov 0.0800
Apr 0.0730 Aug 0.0610 Dec 0.0700

How many sewer connections does this system have?   427
How many water service connections with septic systems does this system have?   25
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes
Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
NC 0020346 0.0900 0.0900 0.0720 0.0970 Miller Creek Cape Fear River (02-3)

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 956 1,155 1,362 1,594
Seasonal Population 0 0 0 0
 
Residential 0.0590 0.0660 0.0780 0.0910
Commercial 0.0090 0.0100 0.0130 0.0150
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000
System Process 0.0030 0.0040 0.0040 0.0050
Unaccounted-for 0.0260 0.0310 0.0370 0.0460
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.2700 0.2700 0.2700 0.2700
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.2700 0.2700 0.2700 0.2700
Service Area Demand 0.0970 0.1110 0.1320 0.1570
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0970 0.1110 0.1320 0.1570
Demand as Percent of Supply 36% 41% 49% 58%

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 62 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?   

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?  WTP monthly, report of operation. Town's meter reading reports, monthly report-supplied materials.

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:   Distribution system (a) replacement of 2" galvanized mains (b) new looped mains designed to increase hydraulic capacity – repaint and repair 83,000 gallon elevated tank, new 150,000 gallon elevated tank renovate water treatment plant, and renovate or replace well #1.

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.