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: |
Stedman |
|
PWSID: |
03-26-030 |
Mailing Address: | PO BOX 220 STEDMAN, NC 28391 | Ownership: | Municipality |
|
Contact Person: | Connie Veeder | Title: | TOWN CLERK |
Phone: | 910-323-1892 | Cell/Mobile: | -- |
|
Secondary Contact: | Rodney Darr/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 % |
Programs
Water Conservation
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Cape Fear River (02-3) | 100 % |
South River (02-4) | 0 % |
|
County(s) | % of Service Population |
Cumberland | 100 % |
|
Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
608 |
0.0698 |
0 |
0.0000 |
Commercial |
40 |
0.0006 |
0 |
0.0000 |
Industrial |
1 |
0.0088 |
0 |
0.0000 |
Institutional |
26 |
0.0000 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0090 MGD
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 |
0.0063 |
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 |
0.0890 |
|
May |
0.0560 |
|
Sep |
0.0510 |
|
Feb |
0.0490 |
|
Jun |
0.0610 |
|
Oct |
0.0500 |
|
Mar |
0.0420 |
|
Jul |
0.0540 |
|
Nov |
0.0440 |
|
Apr |
0.0540 |
|
Aug |
0.0500 |
|
Dec |
0.0530 |
|

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 |
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 |
0.1035 |
365 |
0.1035 |
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 0.065 MGD which is well below the previous 3 years average of 0.095 MGD.
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
0.1750 |
May |
0.1470 |
Sep |
0.1520 |
Feb |
0.1210 |
Jun |
0.1130 |
Oct |
0.1510 |
Mar |
0.1290 |
Jul |
0.2220 |
Nov |
0.0950 |
Apr |
0.1190 |
Aug |
0.2450 |
Dec |
0.0930 |

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 |
|
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 |
0.1470 |
365 |
|
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
1,705 |
1,998 |
2,435 |
2,910 |
3,478 |
4,157 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.0698 |
0.0760 |
0.0950 |
0.1106 |
0.1321 |
0.1578 |
Commercial |
0.0006 |
0.0099 |
0.0100 |
0.0120 |
0.0130 |
0.0140 |
Industrial |
0.0088 |
0.0099 |
0.0099 |
0.0099 |
0.0099 |
0.0099 |
Institutional |
0.0000 |
0.0052 |
0.0064 |
0.0076 |
0.0091 |
0.1090 |
System Process |
0.0090 |
0.0090 |
0.0090 |
0.0090 |
0.0090 |
0.0090 |
Unaccounted-for |
0.0087 |
0.0057 |
0.0068 |
0.0076 |
0.0089 |
0.0103 |
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 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Purchases |
0.1035 |
0.1035 |
0.1035 |
0.1035 |
0.1035 |
0.1035 |
Future Supplies |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Available Supply (MGD) |
0.1035 |
0.1035 |
0.1035 |
0.1035 |
0.1035 |
0.1035 |
Service Area Demand |
0.0969 |
0.1157 |
0.1371 |
0.1567 |
0.1820 |
0.3100 |
Sales |
0.0063 |
0.0063 |
0.0063 |
0.0063 |
0.0063 |
0.0063 |
Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Demand (MGD) |
0.1032 |
0.1220 |
0.1434 |
0.1630 |
0.1883 |
0.3163 |
Demand as Percent of Supply |
100% |
118% |
139% |
157% |
182% |
306% |

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 41 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.
|