Gates Co

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: Gates Co   PWSID: 04-37-020
Mailing Address:PO Box 148
Gatesville, NC 27938
Ownership:County
 
Contact Person:Jonathan ArnoldTitle:Public Utilities Director
Phone:252-287-5957Cell/Mobile:--
 
Secondary Contact:Mike Houston Phone:919-812-6088
Mailing Address:
, NC 28525
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 4-6 1.00 %
Polyvinyl Chloride 2-12 99.00 %
What are the estimated total miles of distribution system lines?   400 Miles
How many feet of distribution lines were replaced during 2022?   0 Feet
How many feet of new water mains were added during 2022?   0 Feet
How many meters were replaced in 2022?   0
How old are the oldest meters in this system?   43 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?   1.0500 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.   Yes

Gates County's water system is designed for 45 psi. During peak times or occurrences when the Fire Department has to use a hydrant the area around the hydrant being use experience low pressure.

Programs
Does this system have a program to work or flush hydrants?   No
Does this system have a valve exercise program?   No
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?   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

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Chowan River (04-1)100 %
County(s)% of Service Population
Gates100 %
What was the year-round population served in 2022?   12,200
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 4,638 0.6000 0 0.0000
Commercial 0 0.0000 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.)?   0.0000 MGD

Gates County currently has approximately 1000 meters that are not working and are billed at the flat rate of 2000 gallons. Also a large portion of the remaining 3,638 meters are 40+ years old and are not reading accurately. Due to the current issue with Gates County's water meters is the reason for the high total of unaccounted water. The County is planning on funding meter replacement project in 2023.

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 0.0000 2022 No Yes 6 Emergency
Perquimans Co 04-72-025 0.0000 0 0.0000 2022 No 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 0.8470 May 0.8510 Sep 1.0310
Feb 0.7490 Jun 1.0360 Oct 0.9470
Mar 0.8000 Jul 1.0410 Nov 0.8840
Apr 0.8290 Aug 0.9960 Dec 0.9540

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
Number 1 Well 0.1300 365 0.2700 Regular
Number 2 Well 0.3500 334 0.3900 Regular
Number 3 Well 0.4500 365 0.7700 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
Number 1 Well 420 400 400 420 12 195 Yes
Number 2 Well 400 400 220 400 12 165 Yes
Number 3 Well 375 345 345 375 12 140 Yes
Are ground water levels monitored?   No,
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
Chowan Co 04-21-015 0.0000 0 0.0000 2022 No Yes 6 Emergency
Perquimans Co 04-72-025 0.0000 0 0.0000 2022 No Yes 6 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Gates Co Water Plant 1.4000 Yes Yes Groundwater (three deep wells)
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2022?  Yes
     If yes, was any water conservation implemented?  Yes
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2022?  Yes
     If yes, was any water conservation implemented?  Yes
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

Gates County Water System exceeded 80% and 90% of capacity for more than 5 consecutive days due to a large number of leaks throughout Gates County's Water System. Gates County is actively repairing leaks to conserve water loss.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 0.0089 May 0.0117 Sep 0.0096
Feb 0.0115 Jun 0.0021 Oct 0.0119
Mar 0.0143 Jul 0.0035 Nov 0.0122
Apr 0.0117 Aug 0.0032 Dec 0.0111

How many sewer connections does this system have?   6
How many water service connections with septic systems does this system have?   4,632
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
WQ0000267 WWTP 0.0550 0.0550 0.0093 Land Application Chowan River (04-1)

5. Planning

Projections
  2022 2030 2040 2050 2060 2070
Year-Round Population 12,200 12,300 12,400 12,500 12,600 12,700
Seasonal Population 0 0 0 0 0 0
 
Residential 0.6000 0.8000 0.8000 0.8000 0.8000 0.8000
Commercial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.0000 0.2000 0.2000 0.2000 0.2000 0.2000
Unaccounted-for 0.3003 0.1000 0.1000 0.1000 0.1000 0.1000
Demand v/s Percent of Supply
  2022 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 1.4300 1.4300 1.4300 1.4300 1.4300 1.4300
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) 1.4300 1.4300 1.4300 1.4300 1.4300 1.4300
Service Area Demand 0.9003 1.1000 1.1000 1.1000 1.1000 1.1000
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) 0.9003 1.1000 1.1000 1.1000 1.1000 1.1000
Demand as Percent of Supply 63% 77% 77% 77% 77% 77%

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 49 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.