High Point

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

Provisional

Water System Name: High Point   PWSID: 02-41-020
Mailing Address:P.O. Box 230
High Point, NC 27261
Ownership:Municipality
 
Contact Person:NED BRILEYTitle:WTP Superintendent
Phone:336-883-3410Cell/Mobile:336-822-7991
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Cast Iron 6-36 43.00 %
Ductile Iron 6-36 56.00 %
Galvanized Iron 1/2-2 0.44 %
Other 30-48 0.56 %
What are the estimated total miles of distribution system lines?   631 Miles
How many feet of distribution lines were replaced during 2024?   100 Feet
How many feet of new water mains were added during 2024?   15,159 Feet
How many meters were replaced in 2024?   6,622
How old are the oldest meters in this system?   47 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   2,069
What is this system's finished water storage capacity?   19.0000 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
Programs
Does this system have a program to work or flush hydrants?   Yes, Weekly
Does this system have a valve exercise program?   Yes, Weekly
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

We will be installing pressure monitoring hydrants in the near future.

Water Conservation
What type of rate structure is used?   Decreasing Block, Uniform, Other
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
Deep River (02-2)80 %
Yadkin River (18-1)20 %
County(s)% of Service Population
Guilford100 %
Davidson0 %
Randolph0 %
What was the year-round population served in 2024?   118,370
What was the seasonal population and months served in 2024? (if applicable)   168,370 ( Mar Sep )
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 47,051 5.9350 25 0.0000
Commercial 4,402 3.1690 164 0.0050
Industrial 400 1.0030 44 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   1.9550 MGD

Includes water conveyed to Jamestown.

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
City of Archdale 02-76-030 0.0100 366 0.5000 Yes Yes 12 Regular
City of Greensboro 02-41-010 0.0000 0 0.0000 Yes Yes 12-16 Emergency
City of Jamestown 02-41-030 0.3740 362 1.5000 Yes Yes 6-10 Regular
City of Thomasville 02-29-020 0.0000 0 0.0000 Yes No 12 Emergency
Davidson Water, Inc. 02-29-025 0.0000 365 0.0000 No Yes 6 Emergency

Jamestown purchases most of their water from PTRWA and that water is routed through the distribution lines of Greensboro and High Point.
Any additional water needs are purchased from High Point via a separate 1.0 MGD contract.
Jamestown is obligated to purchase or pay for .500 MGD from PTRWA and this amount is included in the water purchase agreement with PTRWA

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 13.1200 15.2100 May 14.7800 17.1200 Sep 14.8300 15.8700
Feb 12.2500 12.9600 Jun 16.5300 18.8700 Oct 15.0700 16.6700
Mar 13.5000 15.0900 Jul 17.4400 19.6900 Nov 14.4600 17.1600
Apr 14.6100 16.3200 Aug 16.1500 17.9400 Dec 12.1500 13.0000

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
Deep River (City Lake) City Lake 12.0900 324 16.0900 8.6000 SY50 1,120.0000
Deep River (Oak Hollow) Oak Hollow 9.3400 43 12.7400 12.8400 SY50 3,270.0000

* 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
Deep River (City Lake) City Lake 61 Yes Deep River (02-2) Guilford Regular
Deep River (Oak Hollow) Oak Hollow 32 Yes Deep River (02-2) Guilford 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
City of Archdale 02-76-030 0.0011 366 Yes Regular
City of Greensboro 02-41-010 0.0000 0 Yes Yes 12-16 Emergency
City of Thomasville 02-29-020 0.0000 0 Yes No 12 Emergency
Davidson Water Inc. 02-29-025 0.0348 366 Yes Yes 16 Regular
PTRWA 30-76-010 2.7780 366 2.7800 2057 Yes Yes 16-24 Regular
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Frank L. Ward Water Filtration 24.0000 Yes Yes City Lake & Oak Hollow Lake
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 22.4300 May 22.0200 Sep 20.8800
Feb 18.9400 Jun 16.8200 Oct 17.7300
Mar 22.1600 Jul 17.2400 Nov 17.2500
Apr 17.8100 Aug 19.8700 Dec 17.7500

How many sewer connections does this system have?   42,221
How many water service connections with septic systems does this system have?   341
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

Eastside WWTP Scheduled for expansion in 2027

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)
Design Capacity
(MGD)
Average Annual
Daily Discharge
(MGD)
Maximum Day Discharge
(MGD)
Receiving Stream Receiving Basin
NC0024210 WWTP 26.0000 26.0000 16.3500 22.4300 Deep River Deep River (02-2)
NC0024228 WWTP 10.0000 10.0000 2.8800 3.9000 Rich Fork Creek Yadkin River (18-1)
NC0081256 WTP 0.0000 0.0000 0.8606 1.1100 Richland Creek Deep River (02-2)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
City of Archdale 02-76-030 Receiving 0.9960 366 2.5000
City of Greensboro 02-41-010 Receiving 0.1500 366
City of Jamestown 02-41-030 Receiving 1.1970 366 2.0000
Davidson Water Inc. 02-29-025 Receiving 0.0940 366
Sedgefield 00-00-000 Receiving 0.2190 366 0.2250
Winston-Salem 02-34-020 Receiving 0.0190 366

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 118,370 123,704 134,486 139,865 145,460 148,369
Seasonal Population 168,370 167,466 167,218 170,562 173,973 177,452
 
Residential 5.9350 6.1724 6.4193 6.6761 6.9431 7.2208
Commercial 3.1740 3.3010 3.4330 3.5703 3.7131 3.8617
Industrial 1.0030 1.0431 1.0848 1.1282 1.1734 1.2203
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 1.9550 2.3022 2.1145 2.1991 2.2871 2.3786
Unaccounted-for 2.1669 2.3019 2.3437 2.4375 2.5350 2.6364
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 21.4400 21.4400 21.4400 21.4400 21.4400 21.4400
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 2.8159 2.8159 2.8159 2.8159 2.8159 2.8159
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 24.2559 24.2559 24.2559 24.2559 24.2559 24.2559
Service Area Demand 14.2339 15.1206 15.3953 16.0112 16.6517 17.3178
Sales 0.3799 2.0000 2.0000 2.0000 2.0000 2.0000
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 14.6138 17.1206 17.3953 18.0112 18.6517 19.3178
Demand as Percent of Supply 60% 71% 72% 74% 77% 80%

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 50 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?  Yes, Member of the Piedmont Triad Regional Water Authority.

What major water supply reports or studies were used for planning?  2019 Water System Master Plan performed by Hazen and Sawyer.

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.