Edenton

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: Edenton   PWSID: 04-21-010
Mailing Address:PO Box 300
Edenton, NC 27932		Ownership:Municipality
 
Contact Person:Roy AlonsTitle:ORC
Phone:252-482-4111Cell/Mobile:--
 
Secondary Contact:Joey White Phone:336-960-5822
Mailing Address:
, NC 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Cast Iron 2-12 2.00 %
Ductile Iron 4-12 3.00 %
Galvanized Iron 2 1.00 %
Polyvinyl Chloride 2-12 94.00 %
What are the estimated total miles of distribution system lines?   69 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?   15
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?   25
What is this system's finished water storage capacity?   0.8500 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, 12 Months or more
Does this system have a valve exercise program?   No, None
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?   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 %
County(s)% of Service Population
Chowan0 %
What was the year-round population served in 2002?   5,394
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 1,688 0.2920 0 0.0000
Commercial 214 0.0950 0 0.0000
Industrial 12 0.0190 0 0.0000
Institutional 103 0.0650 0 0.0000

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

Used 2003 data. Hurricane damaged 2002 records.
System backwash uses unmetered raw water. No reliable usage records for line flushing. After initial review of plan and further discussion it appears the discrepancy between monthly-metered water connections and the amount of water withdrawn can be attributed to the unmetered raw water used for backwash and the difference in the metered billing reports versus water withdrawals estimated from well runtimes.

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
Chowan Co 04-21-015 0.0000 0 0.0720 10 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 0.6950 1.1500 May 0.6700 0.9740 Sep 0.7260 1.5610
Feb 0.6900 1.2530 Jun 0.7080 1.1400 Oct 0.7280 1.0940
Mar 0.6720 1.0770 Jul 0.6850 1.3680 Nov 0.6680 1.2020
Apr 0.6060 1.0050 Aug 0.7270 1.1630 Dec 0.6300 0.8790

Used 2003 data. Hurricane damaged 2002 records. After initial review of plan and further discussion it appears the discrepancy between monthly-metered water connections and the amount of water withdrawn can be attributed to the unmetered raw water used for backwash and the difference in the metered billing reports versus water withdrawals estimated from well runtimes.

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
Beaver Hill-3 0.4370 365 0.876 0.3630 Regular
Boswell St 0.2700 365 0.450 0.2700 Regular
Freemason 1-A 0.2620 365 0.634 0.3170 Regular
Virginia Road-2 0.2640 365 0.720 0.3600 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
Beaver Hill-3 260 200 210 255 10 140 Yes
Boswell St 269 269 210 259 10 198 Yes
Freemason 1-A 272 200 212 267 10 100 Yes
Virginia Road-2 358 140 219 355 10 80 Yes
Are ground water levels monitored?   Yes, Annually
Does this system have a wellhead protection program?   No

Boswell was originally permitted @ 500 gpm but mechanical problems have reduced it to 375-400 gpm.
Used 2003 data. Hurricane damaged 2002 records. After initial review of plan and further discussion it appears the discrepancy between monthly-metered water connections and the amount of water withdrawn can be attributed to the unmetered raw water used for backwash and the difference in the metered billing reports versus water withdrawals estimated from well runtimes.

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
Chowan Co 04-21-015 0.0000 0 0.0720 10 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Beaver Hill WTP 0.7250 Yes Yes Groundwater
Freemason WTP 1.3500 Yes Yes Groundwater
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2002?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2002?  No
     If yes, was any water conservation implemented?  
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0200 May 0.0200 Sep 0.0200
Feb 0.0200 Jun 0.0200 Oct 0.0200
Mar 0.0200 Jul 0.0200 Nov 0.0200
Apr 0.0200 Aug 0.0200 Dec 0.0200

How many sewer connections does this system have?   1,928
How many water service connections with septic systems does this system have?   80
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
NC0007552 0.0100 0.0200 0.0100 0.0100 Pembroke Chowan River (04-1)
NC0086291 0.0100 0.0100 0.0100 0.0100 Pembroke Chowan River (04-1)

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 5,394 5,519 5,679 5,843
Seasonal Population 0 0 0 0
 
Residential 0.2920 0.2980 0.3070 0.3160
Commercial 0.0950 0.0970 0.1000 0.1030
Industrial 0.0190 0.0190 0.0190 0.0210
Institutional 0.0650 0.0660 0.0680 0.0700
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.7620 0.2210 0.2270 0.2350

2000 Census Data. Projections based on .0029% annual growthCommercial & Institutional follow population. Industrial based on half population increase.
Unaccounted for water based on current losses but system anticipates a 10% reduction by 2010.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 1.3100 1.3100 1.3100 1.3100
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 1.3100 1.3100 1.3100 1.3100
Service Area Demand 1.2330 0.7010 0.7210 0.7450
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 1.2330 0.7010 0.7210 0.7450
Demand as Percent of Supply 94% 54% 55% 57%

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 54 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.