Wagram, Town of

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: Wagram, Town of   PWSID: 03-83-020
Mailing Address:PO Box 118
Wagram, NC 28396		Ownership:Municipality
 
Contact Person:Ann LocklearTitle:Town Clerk
Phone:910-369-2776Cell/Mobile:--
 
Secondary Contact:John Malone (NCRWA) Phone:336-780-0786
Mailing Address:
, NC 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 2 - 8 20.00 %
Polyvinyl Chloride 2 - 6 80.00 %
What are the estimated total miles of distribution system lines?   13 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?   39 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   4
What is this system's finished water storage capacity?   0.1000 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, Semi-Annually
Does this system have a valve exercise program?   No, As Needed
Does this system have a cross-connection program?   No
Does this system have a program to replace meters?   No
Does this system have a plumbing retrofit program?   No
Does this system have an active water conservation public education program?   No
Does this system have a leak detection program?   Yes

Town works with NCRWA when leaks need to be found.

Water Conservation
What type of rate structure is used?   Uniform
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
Big Shoe Heel Creek (09-2)50 %
Lumber River (09-1)50 %
County(s)% of Service Population
Scotland100 %
What was the year-round population served in 2024?   965
Has this system acquired another system since last report?   No

Population set at 965 per NCDEQ Drinking water watch website. Calculated under current active reported connections is 851 @ 2.54 per household. Will leave population at 965 until number of connections verified in new billing system.

Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 271 0.0349 0 0.0000
Commercial 61 0.0088 0 0.0000
Industrial 1 0.0006 0 0.0000
Institutional 2 0.0029 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0017 MGD

January and February water use by type had to be estimated due to data loss during billing system upgrade. Estimated based on average % of withdrawal to use by type. There are 37 fewer connections shown from the previous year in the new billing system. The correct number of connections cannot be verified at this time. System process water higher than expected due to tower overflows. There were at least 2 water leaks that were known that leaked for in excess of six months. There was no estimate available for rate of each leak. Leaks were not accounted for in system process water and will show as unaccounted for water.

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 0.0699 0.0698 May 0.0667 0.0865 Sep 0.0682 0.0748
Feb 0.0700 0.0769 Jun 0.0707 0.0756 Oct 0.0726 0.1691
Mar 0.0688 0.1502 Jul 0.0705 0.0805 Nov 0.0831 0.0746
Apr 0.0696 0.0774 Aug 0.0599 0.0737 Dec 0.0612 0.0829

Tower Overflows caused high max days in Mar & Oct. Monthly values will not match the MOR (GWMOR) report for some months, errors were found and corrected prior to entry here.

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
Well #3 0.0679 161 0.1389 0.0950 Regular
Well #6 0.0704 205 0.1691 0.1250 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
Well #3 63 47 47 57 8 46 Yes
Well #6 115 52 52 110 8 50 Yes
Are ground water levels monitored?   Yes, As Needed
Does this system have a wellhead protection program?   Yes

Max days from the wells caused by tower overflows.
Wagram Wellhead Protection Plan #111 - Approved: October 19, 2007 - 2 Wells

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0401 May 0.0394 Sep 0.0388
Feb 0.0549 Jun 0.0414 Oct 0.0411
Mar 0.0423 Jul 0.0657 Nov 0.0410
Apr 0.0379 Aug 0.0467 Dec 0.0327

How many sewer connections does this system have?   316
How many water service connections with septic systems does this system have?   19
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

Discharge is to Laurinburg / Maxton Airport for treatment.

Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Laurinburg-Maxton Airport 03-83-107 Discharging 0.0436 366 0.1000

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 965 842 660 517 405 317
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0349 0.0304 0.0238 0.0186 0.0145 0.0113
Commercial 0.0088 0.0077 0.0060 0.0047 0.0037 0.0029
Industrial 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006
Institutional 0.0029 0.0025 0.0020 0.0015 0.0012 0.0009
System Process 0.0017 0.0017 0.0017 0.0017 0.0017 0.0017
Unaccounted-for 0.0204 0.0123 0.0098 0.0078 0.0063 0.0050

The Town of Wagram has a negative growth rate of 2.68% per the 2020 census data (change in population 2010-2020).

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 0.2200 0.2200 0.2200 0.2200 0.2200 0.2200
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) 0.2200 0.2200 0.2200 0.2200 0.2200 0.2200
Service Area Demand 0.0693 0.0552 0.0439 0.0349 0.0280 0.0224
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) 0.0693 0.0552 0.0439 0.0349 0.0280 0.0224
Demand as Percent of Supply 32% 25% 20% 16% 13% 10%

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 36 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?   None

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

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:   None

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.