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 BRILEY | Title: | WTP Superintendent |
Phone: | 336-883-3410 | Cell/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 % |
Programs
We will be installing pressure monitoring hydrants in the near future. Water Conservation
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 |
Guilford | 100 % |
Davidson | 0 % |
Randolph | 0 % |
|
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 |
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 |
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 |

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.
|