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

Complete

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 12 2.00 %
Asbestos Cement 10 1.00 %
Asbestos Cement 6 2.00 %
Cast Iron 6 46.00 %
Cast Iron 2 1.00 %
Ductile Iron 10 12.00 %
Galvanized Iron 2 1.00 %
Polyvinyl Chloride 8 25.00 %
Polyvinyl Chloride 6 10.00 %
What are the estimated total miles of distribution system lines?   30 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   9
How old are the oldest meters in this system?   13 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   94
What is this system's finished water storage capacity?   0.3000 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

Multiple leaks were found and repaired throughout the year along with purging elevated tank twice, estimated total loss of 1.2 MG.

Programs
Does this system have a program to work or flush hydrants?   Yes, Quarterly
Does this system have a valve exercise program?   Yes, Annually
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?   Yes

The Town of Windsor utilizes SCADA at five locations. Town staff look for leaks while performing daily operations.

Water Conservation
What type of rate structure is used?   Uniform
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

The Town has three emergency interconnections with the Bertie County Water System (NC0408085).

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Roanoke River (14-1)100 %
County(s)% of Service Population
Bertie100 %
What was the year-round population served in 2025?   2,433
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 1,027 0.1470 0 0.0000
Commercial 288 0.0140 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 16 0.0280 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0493 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 County RWS 04-08-085 0.0000 0 0.0000 Yes Yes 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 0.2420 0.3280 May 0.2880 0.3440 Sep 0.2610 0.3510
Feb 0.2450 0.3220 Jun 0.2820 0.4400 Oct 0.2500 0.3780
Mar 0.2320 0.3800 Jul 0.3120 0.3900 Nov 0.2250 0.2950
Apr 0.2480 0.4000 Aug 0.2850 0.3980 Dec 0.2400 0.3630

Multiple leaks were found and repaired throughout the year, estimated loss of 1.2 MG.

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
6B & 6C 0.1280 330 0.323 0.2880 Regular
WL2 0.0490 262 0.110 0.1800 Regular
WL3 0.0720 274 0.380 0.2160 Regular
WL5 0.0640 330 0.323 0.2740 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
6B & 6C 364 315 354 8 231 Yes
WL2 370 370 251 370 8 Yes
WL3 390 390 227 380 10 Yes
WL5 376 376 351 366 12 Yes
Are ground water levels monitored?   Yes, Quarterly
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 RWS 04-08-085 0.0000 0 0.0000 Yes Yes 6 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.4760 May 0.5600 Sep 0.4010
Feb 0.6750 Jun 0.5790 Oct 0.4200
Mar 0.5680 Jul 0.6050 Nov 0.4500
Apr 0.4750 Aug 0.4350 Dec 0.4590

How many sewer connections does this system have?   1,459
How many water service connections with septic systems does this system have?   17
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 WWTP 1.1500 1.1500 0.5000 1.2000 Cashie Roanoke River (14-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Askewville 00-00-000 Receiving 0.0086 365

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 2,433 2,411 2,375 2,343 2,312 2,281
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1470 0.1456 0.1434 0.1414 0.1395 0.1376
Commercial 0.0140 0.0139 0.0137 0.0135 0.0133 0.0131
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0280 0.0277 0.0273 0.0269 0.0266 0.0262
System Process 0.0493 0.0310 0.0310 0.0310 0.0310 0.0310
Unaccounted-for 0.0245 0.0224 0.0221 0.0219 0.0216 0.0214
Demand v/s Percent of Supply
  2025 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580
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) 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580
Service Area Demand 0.2628 0.2406 0.2375 0.2347 0.2320 0.2293
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) 0.2628 0.2406 0.2375 0.2347 0.2320 0.2293
Demand as Percent of Supply 27% 25% 25% 24% 24% 24%

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 60 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.    No Changes

Are there other demand management practices you will implement to reduce your future supply needs?   No Changes

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   No Changes

How does the water system intend to implement the demand management and supply planning components above?   No Changes

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:   Additional well on the east side of Cashie River would be beneficial.

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.