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

Incomplete

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 2002?   0 Feet
How many feet of new water mains were added during 2002?   0 Feet
How many meters were replaced in 2002?   12
How old are the oldest meters in this system?   15 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?   0.0750 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, 2-6 Months
Does this system have a valve exercise program?   Yes, Monthly
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
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
Cape Fear River (02-3)0 %
County(s)% of Service Population
Cumberland0 %
What was the year-round population served in 2002?   477
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 220 0.0310 1 0.0000
Commercial 12 0.0040 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 5 0.0030 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0000 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 0.0320 0.0350 May 0.0440 0.0480 Sep 0.0350 0.0390
Feb 0.0350 0.0390 Jun 0.0330 0.0370 Oct 0.0350 0.0380
Mar 0.0320 0.0350 Jul 0.0450 0.0500 Nov 0.0360 0.0400
Apr 0.0380 0.0420 Aug 0.0390 0.0430 Dec 0.0310 0.0340

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 0.0000 2000 Regular
2 0.0080 365 0.009 0.0430 Regular
3 0.0130 365 0.014 0.0430 Regular
4A (5A Metered Together) 0.0180 365 0.020 0.1080 Regular
5A 0.0000 0 0.0000 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
2 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
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 May Sep
Feb Jun Oct
Mar Jul Nov
Apr Aug Dec

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   237
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 477 532 590 595
Seasonal Population 0 0 0 0
 
Residential 0.0310 0.0350 0.0380 0.0390
Commercial 0.0040 0.0050 0.0050 0.0050
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0030 0.0070 0.0100 0.0100
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0010 0.0010 0.0020 0.0020
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
(2) Well Sites 6 and 7 03-26-040 Ground 0.0940 2005 Regular
PWC - Fayetteville 03-26-010 Purchase 0.0000 2020 Emergency
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.1940 0.1940 0.1940 0.1940
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0940 0.0940 0.0940
Total Available Supply (MGD) 0.1940 0.2880 0.2880 0.2880
Service Area Demand 0.0390 0.0480 0.0550 0.0560
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0390 0.0480 0.0550 0.0560
Demand as Percent of Supply 20% 17% 19% 19%

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 65 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?  

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:   In 1999, the Town installed two tandem wells which yielded both a good quantity and quality of water (150 GPM). Presently, the Town has plans to install additional wells on 34 acres of land purchased for park use. These wells will provide ample water supply for the Town for its future growth with projections being 250 GPM. The Town will closely monitor the growth of the area due to the close proximity of the Fayetteville Outer Loop (2 miles). If water supply becomes an issue the possibility of an interconnection with PWC of Fayetteville (Eastover Sanitary District) will be the Town's next move. PWC has a 12" water main within 1 mile of a Town 6" water main. There are concerns about the differences in line size and also water quality issues. The issue of funding is a problem for both the wells & the interconnection. The Town will look closely at all funding agencies for assistance. The Town of Wade works closely with Hobbs, Upchurch & Associates PA for assistance in these matters.

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.