Stedman

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: Stedman   PWSID: 03-26-030
Mailing Address:PO BOX 220
STEDMAN, NC 28391		Ownership:Municipality
 
Contact Person:Connie VeederTitle:TOWN CLERK
Phone:910-323-1892Cell/Mobile:--
 
Secondary Contact:Paul Langfield/NCRWA Phone:336-960-5822
Mailing Address:
, NC 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 2-12 10.00 %
Ductile Iron 2-12 50.00 %
Polyvinyl Chloride 2-12 40.00 %
What are the estimated total miles of distribution system lines?   16 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   6
How old are the oldest meters in this system?   4 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   6
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, Monthly
Does this system have a valve exercise program?   Yes, Annually
Does this system have a cross-connection program?   Yes
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

We use NCRWA for leak detection as needed.

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
South River (02-4)100 %
Cape Fear River (02-3)0 %
County(s)% of Service Population
Cumberland100 %
What was the year-round population served in 2025?   1,705
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 612 0.0748 0 0.0000
Commercial 49 0.0006 0 0.0000
Industrial 1 0.0092 0 0.0000
Institutional 26 0.0048 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0010 MGD

Average daily use numbers were adjusted to generate an average that matches the annual average amount of water purchased from Fayetteville. The amount of water sold shown in the Fayetteville LWSP and bills is too low to meet the customer demand for Stedman.

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
Old North State 00-00-000 0.0061 365 0.0000 2016 Yes Yes 8 Regular
Town of Autryville 03-82-045 0.0000 0 0.0400 2023 Yes Yes 8 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 0.1221 May 0.0897 Sep 0.0989
Feb 0.0816 Jun 0.1216 Oct 0.1022
Mar 0.0920 Jul 0.1022 Nov 0.1100
Apr 0.1090 Aug 0.0977 Dec 0.0947

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 2004 Emergency
3 0.0000 0 0.0000 2004 Emergency
4 0.0000 0 0.0000 2004 Emergency
5 0.0000 0 0.0000 2004 Emergency
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
2 280 230 230 270 8 252 Yes
3 37 26 26 36 8 35 Yes
4 37 25 25 35 8 30 Yes
5 70 70 35 65 8 44 Yes
Are ground water levels monitored?   No,
Does this system have a wellhead protection program?   Yes
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
Public Works Commission of Fayetteville 03-26-010 0.1023 365 0.1670 2016 Yes Yes 12 Regular
Town of Autryville 03-82-045 0.0000 0 0.0000 2023 No Yes 8 Emergency

Fayetteville reported the average daily use of 0.0737 MGD which is well the previous 3 years average.

It is noted that there is a discrepancy between the amount of water Stedman shows in their plan as water purchased and what Fayetteville shows in their plan as water sold. Stedman is in the process of trying to resolve this discrepancy.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1660 May 0.1960 Sep 0.1310
Feb 0.1300 Jun 0.2060 Oct 0.1410
Mar 0.0990 Jul 0.2340 Nov 0.2100
Apr 0.1320 Aug 0.1990 Dec 0.0900

How many sewer connections does this system have?   615
How many water service connections with septic systems does this system have?   76
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

The town experiences high volumes of infiltration of the sewer system during rainy weather. This accounts for the larger wastewater discharge volumes versus lower purchase volume.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
WQ0014153 CS 0.2016 0.7200 0.0000 0.0000 Rockfish Creek Cape Fear River (02-3)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Public Works Commission of Fayettev 03-26-010 Discharging 0.1612 365

Adjusted the average annual discharge to match the average monthly discharge.

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 1,705 1,731 1,810 1,893 1,980 2,071
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0748 0.0865 0.0910 0.0947 0.0990 0.1041
Commercial 0.0006 0.0006 0.0006 0.0007 0.0007 0.0007
Industrial 0.0092 0.0093 0.0098 0.0102 0.0106 0.0111
Institutional 0.0048 0.0046 0.0046 0.0046 0.0046 0.0046
System Process 0.0010 0.0010 0.0010 0.0010 0.0010 0.0010
Unaccounted-for 0.0058 0.0069 0.0071 0.0075 0.0078 0.0082

Adjusted projected residential demand to produce a consumption rate of 50 GPCD which is the historical average.

Adjusted projected unaccounted-for demand to 6% of total demand which is the historical average.

Demand v/s Percent of Supply
  2025 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.1670 0.1670 0.1670 0.1670 0.1670 0.1670
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.1670 0.1670 0.1670 0.1670 0.1670 0.1670
Service Area Demand 0.0962 0.1089 0.1141 0.1187 0.1237 0.1297
Sales 0.0061 0.0061 0.0061 0.0061 0.0061 0.0061
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.1023 0.1150 0.1202 0.1248 0.1298 0.1358
Demand as Percent of Supply 61% 69% 72% 75% 78% 81%

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 44 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.