Bladen Co WD (East Bladen)

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: Bladen Co WD (East Bladen)   PWSID: 03-09-060
Mailing Address:P.O. Box 2350
Elizabethtown, NC 28337		Ownership:County
 
Contact Person:Don EdwardsTitle:Director
Phone:910-862-6996Cell/Mobile:910-876-4161
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 6-12 15.00 %
Polyvinyl Chloride .8-12 85.00 %
What are the estimated total miles of distribution system lines?   35 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   36,960 Feet
How many meters were replaced in 2002?   15
How old are the oldest meters in this system?   25 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?   0.4000 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.   Yes
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, 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?   No
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?   Yes

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Cape Fear River (02-3)0 %
South River (02-4)0 %
County(s)% of Service Population
Bladen0 %
What was the year-round population served in 2002?   1,925
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 750 0.1100 0 0.0000
Commercial 5 0.0300 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 0 0.0000 0 0.0000

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

Reports indicate that White Oak and 701 North water systems in 1997 have been combined in the LWSP 2002 for Bladen County Water District--East Bladen, PWSID 03-09-060.

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
White Lake 03-09-030 0.0000 0 0.0000 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 0.1260 0.2200 May 0.1700 0.3700 Sep 0.1620 0.3300
Feb 0.1300 0.2500 Jun 0.2200 0.2800 Oct 0.1620 0.2200
Mar 0.1320 0.3000 Jul 0.1960 0.6100 Nov 0.1480 0.2800
Apr 0.1760 0.2800 Aug 0.1660 0.2900 Dec 0.1460 0.3300

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
Live Oak 3 0.0800 365 0.000 0.1800 Regular
White Lake 7 0.0810 365 0.000 0.0580 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
Live Oak 3 247 245 104 240 8 240 Yes
White Lake 7 303 302 276 296 6 296 Yes
Are ground water levels monitored?   Yes, Semi-Annually
Does this system have a wellhead protection program?   Yes

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0000 May 0.0000 Sep 0.0000
Feb 0.0000 Jun 0.0000 Oct 0.0000
Mar 0.0000 Jul 0.0000 Nov 0.0000
Apr 0.0000 Aug 0.0000 Dec 0.0000

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   750
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 1,925 2,100 2,250 2,400
Seasonal Population 0 0 0 0
 
Residential 0.1100 0.1200 0.1290 0.1370
Commercial 0.0300 0.0330 0.0350 0.0370
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0210 0.0230 0.0250 0.0260
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.2380 0.2380 0.2380 0.2380
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.2380 0.2380 0.2380 0.2380
Service Area Demand 0.1610 0.1760 0.1890 0.2000
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.1610 0.1760 0.1890 0.2000
Demand as Percent of Supply 68% 74% 79% 84%

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 57 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?   

Will plan to add wells as needed for additional water supply

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?  N/A

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.