Wade

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: Wade   PWSID: 03-26-040
Mailing Address:P.O. Box 127
Wade, NC 28395		Ownership:Municipality
 
Contact Person:Cindy BurchettTitle:Water Administrator
Phone:910-485-3502Cell/Mobile:--
 
Secondary Contact:Daniel Sears Phone:984-365-9155
Mailing Address:4700 Homewood Court, 108
Raleigh, NC 27609		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 2,6,8 100.00 %
What are the estimated total miles of distribution system lines?   8 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?   10
How old are the oldest meters in this system?   12 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   9
What is this system's finished water storage capacity?   0.0750 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, As Needed
Does this system have a valve exercise program?   Yes, As Needed
Does this system have a cross-connection program?   Yes
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?   No
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   Decreasing Block
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
Cape Fear River (02-3)100 %
County(s)% of Service Population
Cumberland100 %
What was the year-round population served in 2024?   835
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 360 0.0360 0 0.0000
Commercial 12 0.0020 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 18 0.0043 1 0.0001

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0003 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 0.0397 May 0.0471 Sep 0.0468
Feb 0.0380 Jun 0.0574 Oct 0.0425
Mar 0.0377 Jul 0.0515 Nov 0.0367
Apr 0.0431 Aug 0.0505 Dec 0.0415

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 0.0000 0 0 0.0000 2000 Regular
2A 0.0048 365 0.0430 Regular
3 0.0000 0 0.0430 Regular
4A (5A Metered Together) 0.0144 365 0.1080 Regular
5A 0.0000 0 0.0000 Regular
6 0.0000 0 0.0500 Regular
7 0.0252 365 0.0500 Regular
8 0.0000 0 0.0500 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
1 350 148 0 0 6 294 Yes
2A 47 25 25 35 6 28 Yes
3 40 38 23 33 8 25 Yes
4A (5A Metered Together) 37 37 22 32 6 30 Yes
5A 36 35 21 31 6 25 Yes
6 4 46 32 42 6 32 Yes
7 4 42 32 42 6 32 Yes
8 50 46 36 56 6 36 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0365 May 0.0382 Sep 0.0381
Feb 0.0320 Jun 0.0463 Oct 0.0354
Mar 0.0333 Jul 0.0368 Nov 0.0349
Apr 0.0340 Aug 0.0339 Dec 0.0302

How many sewer connections does this system have?   253
How many water service connections with septic systems does this system have?   79
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Cumberland Co. PU - Norcress 03-26-040 Discharging 0.0358 366 0.0048

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 835 838 842 846 851 855
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0360 0.0361 0.0363 0.0365 0.0367 0.0369
Commercial 0.0020 0.0020 0.0020 0.0020 0.0020 0.0020
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0044 0.0044 0.0044 0.0045 0.0045 0.0045
System Process 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003
Unaccounted-for 0.0016 0.0047 0.0047 0.0047 0.0047 0.0047

Projected unaccounted-for demand was adjusted to 10% of total demand which is the historical average.

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 0.3440 0.3440 0.3440 0.3440 0.3440 0.3440
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) 0.3440 0.3440 0.3440 0.3440 0.3440 0.3440
Service Area Demand 0.0443 0.0475 0.0477 0.0480 0.0482 0.0484
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) 0.0443 0.0475 0.0477 0.0480 0.0482 0.0484
Demand as Percent of Supply 13% 14% 14% 14% 14% 14%

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 43 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?   

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?  

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.