Green Level

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: Green Level   PWSID: 02-01-030
Mailing Address:PO Box 974
Haw River, NC 27258		Ownership:Municipality
 
Contact Person:Arnold AllredTitle:ORC
Phone:336-736-4185Cell/Mobile:--
 
Secondary Contact:AJ Simmons Phone:336-516-6076
Mailing Address:
, 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 40.00 %
Polyvinyl Chloride 2-8 60.00 %
What are the estimated total miles of distribution system lines?   11 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   39
How old are the oldest meters in this system?   15 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   2
What is this system's finished water storage capacity?   0.3500 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, As Needed
Does this system have a valve exercise program?   Yes, As Needed
Does this system have a cross-connection program?   No
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?   Yes

NCRWA is used as needed for leak detection.

Water Conservation
What type of rate structure is used?   Increasing Block
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?   No

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Haw River (02-1)100 %
County(s)% of Service Population
Alamance100 %
What was the year-round population served in 2024?   2,450
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 824 0.1208 0 0.0000
Commercial 32 0.0010 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.)?   0.0001 MGD

Based on historical demand analysis, the residential demand was adjusted from 0.0892 MGD to 0.1208 MGD.
Based on historical numbers and the number of connections, the commercial demand was adjusted from 0.0412 MGD to 0.001 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 0.1489 May 0.1899 Sep 0.1318
Feb 0.1642 Jun 0.1002 Oct 0.1186
Mar 0.1547 Jul 0.2082 Nov 0.1205
Apr 0.0506 Aug 0.1247 Dec 0.1307

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 Graham 02-01-015 0.1374 366 0.1810 2023 Yes Yes 10 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0984 May 0.1626 Sep 0.1809
Feb 0.0813 Jun 0.1686 Oct 0.1482
Mar 0.1169 Jul 0.1196 Nov 0.1360
Apr 0.1960 Aug 0.1571 Dec 0.1526

How many sewer connections does this system have?   836
How many water service connections with septic systems does this system have?   16
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
East Burlington WWTP 02-01-010 Discharging 0.1434 366 0.2500
Town of Haw River 02-01-020 Discharging 0.0000 0

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 2,450 2,511 2,590 2,625 2,705 2,780
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1208 0.1205 0.1243 0.1260 0.1298 0.1334
Commercial 0.0010 0.0010 0.0010 0.0010 0.0010 0.0010
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 0.0001 0.0010 0.0010 0.0010 0.0010 0.0010
Unaccounted-for 0.0155 0.0121 0.0125 0.0127 0.0131 0.0134
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.1810 0.1810 0.1810 0.1810 0.1810 0.1810
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.1810 0.1810 0.1810 0.1810 0.1810 0.1810
Service Area Demand 0.1374 0.1346 0.1388 0.1407 0.1449 0.1488
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) 0.1374 0.1346 0.1388 0.1407 0.1449 0.1488
Demand as Percent of Supply 76% 74% 77% 78% 80% 82%

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.    No Changes

Are there other demand management practices you will implement to reduce your future supply needs?   N/A

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   N/A

How does the water system intend to implement the demand management and supply planning components above?   N/A

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.