Aulander

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: Aulander   PWSID: 04-08-015
Mailing Address:P. O. Box 100
Aulander, NC 27805		Ownership:Municipality
 
Contact Person:Kevin SmithTitle:Water / Wastewater Suprt.
Phone:252-345-3541Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 12 1.00 %
Cast Iron 6 94.00 %
Polyvinyl Chloride 6 5.00 %
What are the estimated total miles of distribution system lines?   12 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?   100
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?   0.2750 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

* Not much change in the last five years. Possible inclusion of housing development in Hertford County will create an increase in service area.

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 3 Months
Does this system have a cross-connection program?   No
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?   Yes
Water Conservation
What type of rate structure is used?   One-Charge
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
Chowan River (04-1)0 %
Roanoke River (14-1)0 %
County(s)% of Service Population
Bertie0 %
What was the year-round population served in 2002?   1,366
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 604 0.1100 0 0.0000
Commercial 28 0.0080 0 0.0000
Industrial 1 0.0040 0 0.0000
Institutional 5 0.0020 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 0.1210 0.1860 May 0.1290 0.2450 Sep 0.1400 0.1870
Feb 0.1060 0.1570 Jun 0.1450 0.2470 Oct 0.1490 0.2330
Mar 0.1180 0.2360 Jul 0.1460 0.2400 Nov 0.1380 0.1530
Apr 0.1200 0.2560 Aug 0.1420 0.1570 Dec 0.1250 0.1450

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 0.1020 66 0.132 0.2520 Regular
3 0.1180 352 0.244 0.2520 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
2 396 396 173 396 8 145 Yes
3 221 221 145 162 12 140 Yes
Are ground water levels monitored?   Yes, Weekly
Does this system have a wellhead protection program?   Und

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0240 May 0.0210 Sep 0.0970
Feb 0.1030 Jun 0.1620 Oct 0.0880
Mar 0.0240 Jul 0.1970 Nov 0.0850
Apr 0.0970 Aug 0.1690 Dec 0.1420

How many sewer connections does this system have?   582
How many water service connections with septic systems does this system have?   0
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes
Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
WQ0000777 0.3410 0.3410 0.1010 0.0000 Land Application Chowan River (04-1)

Spray Irrigation System located near Fort branch/Ahoskie Creek.

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 1,366 1,050 1,100 1,150
Seasonal Population 0 0 0 0
 
Residential 0.1100 0.1300 0.1340 0.1370
Commercial 0.0080 0.0080 0.0080 0.0080
Industrial 0.0040 0.0040 0.0040 0.0040
Institutional 0.0020 0.0020 0.0020 0.0020
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0082 0.0040 0.0050 0.0060
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
AULANDER 04-08-015 Ground 0.2000 Regular

* New well will provide a minimum of 0.200 mgd additional supply. Year online is currently unknown.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.5040 0.5040 0.5040 0.5040
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.2000 0.2000 0.2000
Total Available Supply (MGD) 0.5040 0.7040 0.7040 0.7040
Service Area Demand 0.1322 0.1480 0.1530 0.1570
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.1322 0.1480 0.1530 0.1570
Demand as Percent of Supply 26% 21% 22% 22%

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 81 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?  1997 LWSP, 2002 Well logs

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:   THERE HAS BEEN SUGGESTIONS OF ERECTING ANOTHER TANK AND PUTTING IN ANOTHER WELL AT SOME POINT IN FUTURE.

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.