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 92.00 %
Cast Iron 8 1.00 %
Polyvinyl Chloride 6 6.00 %
What are the estimated total miles of distribution system lines?   12 Miles
How many feet of distribution lines were replaced during 2024?   1,250 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   16
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?   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
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?   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?   No
Water Conservation
What type of rate structure is used?   Flat/Fixed
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)100 %
County(s)% of Service Population
Bertie100 %
What was the year-round population served in 2024?   765
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 457 0.0540 0 0.0000
Commercial 31 0.0440 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.)?   0.0020 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 0.1240 0.1850 May 0.1642 0.2270 Sep 0.1740 0.2920
Feb 0.1238 0.1730 Jun 0.2041 0.2700 Oct 0.1780 0.2610
Mar 0.1489 0.3440 Jul 0.2125 0.2850 Nov 0.1740 0.2800
Apr 0.1720 0.2470 Aug 0.2050 0.2590 Dec 0.1620 0.1970

The Town saw a number of major leaks in 2024 which caused higher than average withdrawals.

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 0.1097 219 0.379 0.2520 Regular
3 0.1335 286 0.107 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 10 140 Yes
Are ground water levels monitored?   Yes, As Needed
Does this system have a wellhead protection program?   Yes
Water Purchases From Other Systems
Seller PWSID Average
Daily Purchased
(MGD)		 Days
Used		 Contract Required to
comply with water
use restrictions?		 Pipe Size(s)
(Inches)		 Use
Type
MGD Expiration Recurring
Bertie County 04-08-085 0.0000 0 Yes Yes 8 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1790 May 0.0390 Sep 0.1520
Feb 0.2390 Jun 0.2130 Oct 0.1620
Mar 0.1130 Jul 0.3150 Nov 0.2330
Apr 0.2340 Aug 0.1880 Dec 0.2020

How many sewer connections does this system have?   554
How many water service connections with septic systems does this system have?   57
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
WQ0000777 WWTP 0.3340 0.5860 0.1890 0.7640 Chowan River Chowan River (04-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 765 740 670 650 620 600
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0540 0.0335 0.0300 0.0225 0.0200 0.0175
Commercial 0.0440 0.0360 0.0340 0.0320 0.0300 0.0280
Industrial 0.0000 0.0001 0.0001 0.0001 0.0001 0.0001
Institutional 0.0000 0.0002 0.0002 0.0002 0.0002 0.0002
System Process 0.0020 0.0005 0.0005 0.0005 0.0005 0.0005
Unaccounted-for 0.0700 0.0250 0.0250 0.0250 0.0250 0.0250
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 0.5040 0.5040 0.5040 0.5040 0.5040 0.5040
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) 0.5040 0.5040 0.5040 0.5040 0.5040 0.5040
Service Area Demand 0.1700 0.0953 0.0898 0.0803 0.0758 0.0713
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) 0.1700 0.0953 0.0898 0.0803 0.0758 0.0713
Demand as Percent of Supply 34% 19% 18% 16% 15% 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 71 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.