Windsor

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: Windsor   PWSID: 04-08-010
Mailing Address:P.O. Box 508
Windsor, NC 27983		Ownership:Municipality
 
Contact Person:Millard Lewis Jr.Title:ORC
Phone:252-794-2331Cell/Mobile:252-209-1156
 
Secondary Contact:Joey White Phone:336-960-5822
Mailing Address:1402 Robersonville Rd
Washington, NC 27889		Cell/Mobile:336-960-5822
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 7.00 %
Cast Iron 6,10 60.00 %
Polyvinyl Chloride 6,8 33.00 %
What are the estimated total miles of distribution system lines?   0 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?   75
How old are the oldest meters in this system?   35 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?   0.0000 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

Asbestos Cement ( 6" = 2%, 10" = 3%, 12" = 2%)
Cast Iron (6" = 48%, 10" = 12%)
PVC (6" = 8%, 8" = 25%)

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?   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?   Yes
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   Decreasing
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 %
County(s)% of Service Population
Bertie0 %
What was the year-round population served in 2002?   2,500
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 1,120 0.1890 0 0.0000
Commercial 204 0.0680 0 0.0000
Industrial 1 0.0050 0 0.0000
Institutional 5 0.0170 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0040 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
Bertie Co RWS I,II,III 04-08-085 0.0000 0 0.5000 6-8 Emergency
South Windsor 04-08-070 0.0260 365 0.0000 2010 4 Regular

Bertie Co RWS contract amount is 0.175, 0.175, and 0.150 mgd for each respective connection.

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 0.3120 0.3170 May 0.3650 0.6040 Sep 0.3910 0.5330
Feb 0.3040 0.3610 Jun 0.4250 0.5790 Oct 0.2300 0.4250
Mar 0.3100 0.3470 Jul 0.4140 0.5110 Nov 0.3240 0.3810
Apr 0.3650 0.3870 Aug 0.3410 0.4960 Dec 0.3370 0.4480

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 0.0850 365 0.361 0.1800 Regular
3 0.1000 365 0.343 0.3600 Regular
4 0.1570 365 0.330 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
2 370 0 251 360 8 0 Yes
3 390 0 227 380 10 0 Yes
4 372 351 351 370 10 0 Yes
Are ground water levels monitored?   No, None
Does this system have a wellhead protection program?   No
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 Co RWS I,II,III 04-08-085 0.0000 0 0.5000 6-8 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.4000 May 0.2780 Sep 0.2680
Feb 0.3320 Jun 0.2290 Oct 0.3180
Mar 0.3770 Jul 0.3270 Nov 0.4360
Apr 0.3800 Aug 0.2660 Dec 0.4770

How many sewer connections does this system have?   1,614
How many water service connections with septic systems does this system have?   2
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
NC0026751 0.7500 1.1500 0.0000 0.0000 Cashie River Roanoke River (14-1)

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 2,500 2,550 2,600 2,700
Seasonal Population 0 0 0 0
 
Residential 0.1890 0.2050 0.2090 0.2170
Commercial 0.0680 0.0740 0.0750 0.0780
Industrial 0.0050 0.0060 0.0060 0.0060
Institutional 0.0170 0.0190 0.0190 0.0200
System Process 0.0040 0.0040 0.0040 0.0040
Unaccounted-for 0.0330 0.0320 0.0320 0.0320
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.9000 0.9000 0.9000 0.9000
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.9000 0.9000 0.9000 0.9000
Service Area Demand 0.3160 0.3400 0.3450 0.3570
Sales 0.0260 0.0260 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.3420 0.3660 0.3450 0.3570
Demand as Percent of Supply 38% 41% 38% 40%

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 76 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.