Swepsonville

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: Swepsonville   PWSID: 30-01-005
Mailing Address:2747 Darrell Newton Drive
Graham, NC 27253		Ownership:Municipality
 
Contact Person:Blake ScottTitle:Service Operations Manager
Phone:336-578-5644Cell/Mobile:--
 
Secondary Contact:Josh Johnson Phone:336-226-5534
Mailing Address:740 Chapel Hill Road, P.O. Box 1179
Burlington, NC 27215		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 3.00 %
Cast Iron 6-8 21.00 %
Ductile Iron 6-12 14.00 %
Galvanized Iron 1-8 4.00 %
Polyvinyl Chloride 2-12 58.00 %
What are the estimated total miles of distribution system lines?   23 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   2,203 Feet
How many meters were replaced in 2024?   66
How old are the oldest meters in this system?   1 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   206
What is this system's finished water storage capacity?   0.1500 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, Annually
Does this system have a valve exercise program?   Yes, Annually
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?   Yes
Water Conservation
What type of rate structure is used?   Flat/Fixed
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
Haw River (02-1)100 %
County(s)% of Service Population
Alamance100 %
What was the year-round population served in 2024?   2,535
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 1,315 0.1454 0 0.0000
Commercial 16 0.0023 0 0.0000
Industrial 4 0.0347 0 0.0000
Institutional 6 0.0030 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0050 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 0.1741 0.2611 May 0.2072 0.3108 Sep 0.2165 0.3247
Feb 0.1829 0.2744 Jun 0.2291 0.3437 Oct 0.2106 0.3159
Mar 0.1723 0.2585 Jul 0.2433 0.3650 Nov 0.1883 0.2825
Apr 0.2078 0.3117 Aug 0.2447 0.3670 Dec 0.1759 0.2638

Maximum Day based on 1.5 times Average Daily.

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
Graham 02-01-015 0.2044 365 0.3000 2023 Yes Yes 12 Regular
Orange-Alamance Water 03-68-020 0.0000 0 0.2500 Yes Yes Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.3176 May 0.2889 Sep 0.3018
Feb 0.2304 Jun 0.1664 Oct 0.2216
Mar 0.2871 Jul 0.2369 Nov 0.1913
Apr 0.2020 Aug 0.2595 Dec 0.2043

How many sewer connections does this system have?   1,047
How many water service connections with septic systems does this system have?   288
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
WQCS00243 CS 0.0000 0.0000 0.0000 0.0000 Multiple Haw River (02-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
City of Burlington 02-01-010 Discharging 0.2427 365 0.8000

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 2,535 2,839 3,407 4,088 4,906 5,887
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1454 0.1562 0.1838 0.2162 0.2544 0.2993
Commercial 0.0023 0.0020 0.0022 0.0024 0.0026 0.0029
Industrial 0.0347 0.0339 0.0373 0.0410 0.0451 0.0496
Institutional 0.0030 0.0049 0.0063 0.0076 0.0091 0.0109
System Process 0.0050 0.0100 0.0200 0.0400 0.0109 0.1600
Unaccounted-for 0.0134 -0.0806 -0.0972 -0.1196 -0.1254 -0.2035
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 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000
Service Area Demand 0.2038 0.1264 0.1524 0.1876 0.1967 0.3192
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) 0.2038 0.1264 0.1524 0.1876 0.1967 0.3192
Demand as Percent of Supply 68% 42% 51% 63% 66% 106%

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 57 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?   Continued use of low flow toilets and other consumer related reductions

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   Ongoing discussions with the water supplier, City of Graham

How does the water system intend to implement the demand management and supply planning components above?   Possible overall water and sewer master plans

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, Through Hazen and Sawyer, including other water users and suppliers

What major water supply reports or studies were used for planning?  Through Hazen and Sawyer, including other water suppliers

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:   Continued understanding and coordination of future regulatory needs

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.