Chadbourn

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: Chadbourn   PWSID: 04-24-020
Mailing Address:602 N. Brown St
Chadbourn, NC 28431		Ownership:Municipality
 
Contact Person:Steven PriceTitle:Public Works Director
Phone:910-641-2859Cell/Mobile:--
 
Secondary Contact:John Malone Phone:336-780-0786
Mailing Address:
, 		Cell/Mobile:336-780-0786
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Galvanized Iron 2-16 80.00 %
Polyvinyl Chloride 2-6 20.00 %
What are the estimated total miles of distribution system lines?   46 Miles
How many feet of distribution lines were replaced during 2002?   5,150 Feet
How many feet of new water mains were added during 2002?   25,800 Feet
How many meters were replaced in 2002?   16
How old are the oldest meters in this system?   20 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   5
What is this system's finished water storage capacity?   0.3000 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, Once a Month
Does this system have a valve exercise program?   Yes, Every 6 Months
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?   Flat
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
Waccamaw River (09-3)0 %
Lumber River (09-1)0 %
County(s)% of Service Population
Columbus0 %
What was the year-round population served in 2002?   2,124
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 949 0.1360 12 0.0340
Commercial 150 0.0350 0 0.0000
Industrial 14 0.0370 0 0.0000
Institutional 11 0.0070 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0000 MGD

After initial review of plan, any potential error between monthly-metered water connections and the amount of water withdrawn could not be determined due to the omission of well usage values for 2002.

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 0.2450 0.2510 May 0.2790 0.2880 Sep 0.2560 0.2930
Feb 0.2550 0.3010 Jun 0.2890 0.3440 Oct 0.2220 0.2300
Mar 0.2350 0.2440 Jul 0.2550 0.3160 Nov 0.2510 0.2880
Apr 0.2500 0.2560 Aug 0.2720 0.3070 Dec 0.2500 0.3110

After initial review of plan, any potential error between monthly-metered water connections and the amount of water withdrawn could not be determined due to the omission of well usage values for 2002.

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 0.000 0.1870 Regular
2 0.0000 0 0.000 0.3820 Regular
3 0.0000 0 0.000 0.3640 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
1 160 102 102 141 8 0 Yes
2 442 121 121 403 8 0 Yes
3 288 100 100 278 10 250 Yes
Are ground water levels monitored?   Yes, Annually
Does this system have a wellhead protection program?   Yes

Number of days in use, average daily withdrawal, maximum day withdrawal usage amounts were not provided by Chadbourn for 2002. After initial review of plan, any potential error between monthly-metered water connections and the amount of water withdrawn could not be determined due to the omission of well usage values for 2002.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.5480 May 0.4250 Sep 0.3020
Feb 0.6270 Jun 0.3450 Oct 0.3250
Mar 0.7400 Jul 0.3230 Nov 0.4330
Apr 0.5170 Aug 0.3100 Dec 0.4730

How many sewer connections does this system have?   977
How many water service connections with septic systems does this system have?   20
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
NC0021865 1.0000 1.0000 0.4500 0.7400 Soules Swamp Lumber River (09-1)

WQ001934 permitted capacity = 300 DT, Average Annual Daily Discharge = 117 DT.

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 2,124 2,166 2,210 2,255
Seasonal Population 0 0 0 0
 
Residential 0.1700 0.1740 0.1780 0.1800
Commercial 0.0350 0.0360 0.0360 0.0370
Industrial 0.0370 0.0380 0.0390 0.0390
Institutional 0.0070 0.0070 0.0070 0.0070
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for -0.249 0.0040 0.0040 0.0040
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.9330 0.9330 0.9330 0.9330
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.9330 0.9330 0.9330 0.9330
Service Area Demand 0.0000 0.2590 0.2640 0.2670
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0000 0.2590 0.2640 0.2670
Demand as Percent of Supply 0% 28% 28% 29%

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 80 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:   

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.