Bertie County RWS

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: Bertie County RWS   PWSID: 04-08-085
Mailing Address:P.O. Box 487
Windsor, NC 27983		Ownership:County
 
Contact Person:Ricky Spivey, Sr.Title:Water Dept. Superintendent-Operator
Phone:252-794-5350Cell/Mobile:--
 
Secondary Contact:Alicia Jones Phone:252-794-6164
Mailing Address:P.O. Box 487
Windsor, NC 27983		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 6-8 2.00 %
Polyvinyl Chloride 2-12 98.00 %
What are the estimated total miles of distribution system lines?   540 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   1,161,600 Feet
How many meters were replaced in 2002?   20
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?   2.0000 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

More than 220 miles of distribution lines were added in 2002.

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, Annually
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?   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?   Increasing
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
Roanoke River (14-1)0 %
Chowan River (04-1)0 %
County(s)% of Service Population
Bertie0 %
What was the year-round population served in 2002?   9,212
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 3,612 0.5140 0 0.0000
Commercial 8 0.0010 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 7 0.0020 0 0.0000

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

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
Harrellsville 04-46-040 0.0000 0 0.0000 2016 6 Emergency
Hertford Co 04-46-045 0.0010 365 0.0000 6 Regular
Lewiston-Woodville 04-08-020 0.0730 365 0.0000 2018 6 Regular
Powellsville 04-08-040 0.0000 0 0.0000 2015 6 Emergency
Roxobel 04-08-050 0.0000 0 0.0000 2018 6 Emergency
Windsor 04-08-010 0.0000 0 0.5000 2014 6 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 0.5420 1.0420 May 0.6030 1.0390 Sep 0.7550 1.1950
Feb 0.5350 0.9600 Jun 0.6860 0.9340 Oct 0.7260 1.1280
Mar 0.5100 0.6600 Jul 0.6530 0.9940 Nov 0.7340 1.1280
Apr 0.6120 0.9970 Aug 0.7280 1.1630 Dec 0.7020 1.8270

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 0.1070 348 0.441 0.2880 Regular
2 0.0920 348 0.578 0.2880 Regular
3B 0.1300 244 0.430 0.1440 Regular
4 0.0680 314 0.686 0.3170 Regular
6 0.0800 326 0.401 0.2880 Regular
7A 0.0740 325 0.209 0.1440 Regular
8 0.0640 347 0.483 0.3450 Regular
9 0.1200 354 0.432 0.3670 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
1 365 340 326 351 10 351 Yes
2 365 340 322 355 10 355 Yes
3B 412 412 228 402 10 402 Yes
4 409 377 289 399 10 399 Yes
6 441 431 323 431 10 330 Yes
7A 513 503 235 503 10 300 Yes
8 490 482 352 472 10 374 Yes
9 460 450 400 445 10 410 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   No

Well 5A has been abandoned.

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
Harrellsville 04-46-040 0.0000 0 0.0000 2016 6 Emergency
Hertford Co 04-46-045 0.0000 0 0.0000 Emergency
Powellsville 04-08-040 0.0000 0 0.0000 2015 6 Emergency
Roxobel 04-08-050 0.0010 365 0.0020 2018 6 Regular
Windsor 04-08-010 0.0000 0 0.5000 2016 6-8 Emergency

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?   3,627
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 9,212 10,000 11,000 12,000
Seasonal Population 0 10,000 11,000 12,000
 
Residential 0.5140 0.6000 0.6600 0.7200
Commercial 0.0010 0.0020 0.0030 0.0040
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0020 0.0600 0.0600 0.0600
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0597 0.0650 0.0700 0.0800

In 2002, residential demand was 56 gallons per person per day. Projected residential demand is calculated at 60 gallons per person per day.

Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Well 10 04-08-085 Ground 0.2520 2003 Regular
Well 11 04-08-085 Ground 0.2520 2003 Regular
Well 12 04-08-085 Ground 0.2520 2003 Regular
Well 13 04-08-085 Ground 0.2520 2004 Regular
Well 14 04-08-085 Ground 0.2520 2004 Regular
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 2.1810 2.1810 2.1810 2.1810
Purchases 0.0020 0.0020 0.0000 0.0000
Future Supplies 1.2600 1.2600 1.2600
Total Available Supply (MGD) 2.1830 3.4430 3.4410 3.4410
Service Area Demand 0.5767 0.7270 0.7930 0.8640
Sales 0.0740 0.0740 0.0010 0.0010
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.6507 0.8010 0.7940 0.8650
Demand as Percent of Supply 30% 23% 23% 25%

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 56 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?  Yes

What major water supply reports or studies were used for planning?  Monthly Water Usage Reports, Billing Reports.

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.