King

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: King   PWSID: 02-85-010
Mailing Address:P.O. Box 1132
King, NC 27021		Ownership:Municipality
 
Contact Person:Benjamin MarionTitle:City Engineer
Phone:336-983-8265Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 19.00 %
Ductile Iron 6-16 3.00 %
Polyvinyl Chloride 2-12 78.00 %
What are the estimated total miles of distribution system lines?   346 Miles
How many feet of distribution lines were replaced during 2025?   140 Feet
How many feet of new water mains were added during 2025?   24,000 Feet
How many meters were replaced in 2025?   115
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?   63
What is this system's finished water storage capacity?   7.0630 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, Semi-Annually
Does this system have a valve exercise program?   Yes, 2 Years or More
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?   Yes
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   Decreasing Block
How much reclaimed water does this system use?   0.0100 MGD   For how many connections?   2
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
Yadkin River (18-1)97 %
Roanoke River (14-1)3 %
County(s)% of Service Population
Stokes75 %
Forsyth24 %
Surry1 %
What was the year-round population served in 2025?   24,868
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 9,352 1.3560 0 0.0000
Commercial 420 0.2096 6 0.0340
Industrial 7 0.0200 0 0.0000
Institutional 12 0.0200 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0740 MGD

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 2.0490 2.5690 May 1.7840 2.2140 Sep 1.9730 2.2700
Feb 2.0400 2.5000 Jun 1.9300 2.2960 Oct 1.9010 2.2380
Mar 1.6500 2.0580 Jul 1.9950 2.4620 Nov 1.7380 2.1850
Apr 1.7070 2.1570 Aug 1.9380 2.2950 Dec 1.7520 2.0990

Surface Water Sources
Stream Reservoir Average Daily Withdrawal Maximum Day
Withdrawal (MGD)		 Available Raw
Water Supply		 Usable On-Stream
Raw Water Supply
Storage (MG)
MGD Days Used MGD * Qualifier
Yadkin River 1.8345 365 3.0000 50.0000 F 0.0000

* Qualifier: C=Contract Amount, SY20=20-year Safe Yield, SY50=50-year Safe Yield, F=20% of 7Q10 or other instream flow requirement, CUA=Capacity Use Area Permit

Surface Water Sources (continued)
Stream Reservoir Drainage Area
(sq mi)		 Metered? Sub-Basin County Year
Offline		 Use
Type
Yadkin River 1,659 Yes Yadkin River (18-1) Forsyth Regular
What is this system's off-stream raw water supply storage capacity?   0 Million gallons
Are surface water sources monitored?   Yes, Daily
Are you required to maintain minimum flows downstream of its intake or dam?   No
Does this system anticipate transferring surface water between river basins?   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
Winston-Salem 02-34-010 0.0000 0 3.0000 2052 Yes Yes 16 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
City of King WTP 3.0000 Yes Yes Yadkin River
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2025?  No
     If yes, was any water conservation implemented?  No
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2025?  No
     If yes, was any water conservation implemented?  No
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  Yes

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.6200 May 0.7030 Sep 0.6260
Feb 0.6910 Jun 0.6120 Oct 0.6000
Mar 0.7160 Jul 0.6300 Nov 0.5970
Apr 0.6870 Aug 0.6130 Dec 0.5500

How many sewer connections does this system have?   3,425
How many water service connections with septic systems does this system have?   5,760
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
NC0088897 WTP 3.0000 3.0000 0.1000 0.8000 Old Richmond Creek Yadkin River (18-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
City of Winston-Salem 02-34-010 Discharging 0.5320 365 3.0000

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 24,868 26,609 28,471 30,464 32,597 34,879
Seasonal Population 0 0 0 0 0 0
 
Residential 1.3560 1.6960 1.8150 1.9420 2.0780 2.2230
Commercial 0.2436 0.2480 0.2530 0.2560 0.2640 0.2690
Industrial 0.0200 0.0200 0.0210 0.0210 0.0220 0.0220
Institutional 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200
System Process 0.0740 0.0740 0.0820 0.0950 0.1110 0.1290
Unaccounted-for 0.1209 0.0848 0.0908 0.0971 0.1039 0.1110
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
City of King Water Treatment Facility 02-85-010 Surface 3.0000 2030 Regular
Demand v/s Percent of Supply
  2025 2030 2040 2050 2060 2070
Surface Water Supply 50.0000 50.0000 50.0000 50.0000 50.0000 50.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 3.0000 3.0000 3.0000 3.0000 3.0000
Total Available Supply (MGD) 50.0000 53.0000 53.0000 53.0000 53.0000 53.0000
Service Area Demand 1.8345 2.1428 2.2818 2.4311 2.5989 2.7740
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) 1.8345 2.1428 2.2818 2.4311 2.5989 2.7740
Demand as Percent of Supply 4% 4% 4% 5% 5% 5%

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 55 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 Change

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?   Increase Capacity at Water Treatment Facility

How does the water system intend to implement the demand management and supply planning components above?   Implement PER to increase Water Treatment Facility Capacity.

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.