Maxton

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: Maxton   PWSID: 03-78-035
Mailing Address:PO BOX 99 - 201 McCaskill Avenue
Maxton, NC 28364		Ownership:Municipality
 
Contact Person:Angela PitchfordTitle:Town Manager
Phone:910-844-5231Cell/Mobile:--
 
Secondary Contact:Dennis Freeman Phone:910-740-3647
Mailing Address:PO Box 99
Maxton, NC 28364		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 25.00 %
Cast Iron 6-12 10.00 %
Ductile Iron 6-12 10.00 %
Galvanized Iron 6-12 10.00 %
Polyvinyl Chloride 6-12 45.00 %
What are the estimated total miles of distribution system lines?   27 Miles
How many feet of distribution lines were replaced during 2002?   8,000 Feet
How many feet of new water mains were added during 2002?   15,840 Feet
How many meters were replaced in 2002?   440
How old are the oldest meters in this system?   8 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?   0.3500 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, Once a Month
Does this system have a valve exercise program?   Yes, Monthly
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?   Yes
Water Conservation
What type of rate structure is used?   Decreasing
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
Big Shoe Heel Creek (09-2)0 %
Lumber River (09-1)0 %
County(s)% of Service Population
Robeson0 %
Scotland0 %
What was the year-round population served in 2002?   3,135
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 1,224 0.3050 0 0.0000
Commercial 91 0.0230 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 19 0.0050 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0000 MGD

After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn and purchased.

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
Robeson Co 03-78-055 0.0000 0 0.0500 6 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 0.3200 0.3230 May 0.3390 0.3420 Sep 0.3650 0.3670
Feb 0.3230 0.3570 Jun 0.3570 0.3570 Oct 0.3300 0.3390
Mar 0.2950 0.3230 Jul 0.3650 0.3710 Nov 0.3130 0.3170
Apr 0.3080 0.3330 Aug 0.3680 0.3710 Dec 0.3120 0.3150

Values adjusted to average daily use values from the monthly water usage values provided. Adjusted values does not include unaccounted-for water. After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn and purchased.

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 0.3400 365 0.000 0.5040 Regular
RWI 0.0000 0 0.000 0.5040 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
2 204 65 0 0 0 0 Yes
RWI 210 200 200 210 6 0 Yes
Are ground water levels monitored?   No, None
Does this system have a wellhead protection program?   No

After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn and purchased.

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
Laurinburg-Maxton Airport 03-83-107 0.0430 40 1.8000 10 Emergency
Robeson Co 03-78-055 0.0000 0 0.0000 8 Emergency

After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn and purchased.

Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Maxton WTP 0.6000 No No Well
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 0.2590 May 0.2690 Sep 0.2580
Feb 0.2530 Jun 0.2490 Oct 0.2590
Mar 0.2520 Jul 0.2360 Nov 0.2480
Apr 0.2590 Aug 0.2660 Dec 0.2650

How many sewer connections does this system have?   1,334
How many water service connections with septic systems does this system have?   0
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
NC0027120 0.6000 0.6000 0.2560 0.0000 Little Shoe Heel Creek Big Shoe Heel Creek (09-2)

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 3,135 2,200 2,000 1,800
Seasonal Population 0 0 0 0
 
Residential 0.3050 0.2500 0.2250 0.2000
Commercial 0.0230 0.0200 0.0200 0.0150
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0050 0.0050 0.0040 0.0040
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0117 0.0060 0.0060 0.0050

Population decline approximately 10%.Demand based on approximate 10% projected decline in population.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 1.0080 1.0080 1.0080 1.0080
Purchases 0.0430 0.0430 0.0430 0.0430
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 1.0510 1.0510 1.0510 1.0510
Service Area Demand 0.3447 0.2810 0.2550 0.2240
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.3447 0.2810 0.2550 0.2240
Demand as Percent of Supply 33% 27% 24% 21%

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 97 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?  1997 LWSP, Water Usage Reports

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:   Working with Hobbs, Upchurch, & Associates to upgrade the aeration system.

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.