Angier

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:	Angier		PWSID:	03-43-015
Mailing Address:	PO Box 278 Angier, NC 27501		Ownership:	Municipality

Contact Person:	Brandon Johnson		Title:	Public Utilities Director
Phone:	919-331-6712		Cell/Mobile:	919-520-3267

Secondary Contact:	Brandon Johnson			Phone:	919-331-6712
Mailing Address:	PO Box 278 Angier, NC 27501	Cell/Mobile:		919-520-3267

Distribution System

Line Type	Size Range (Inches)	Estimated % of lines
Asbestos Cement	4-8	15.00 %
Cast Iron	1-6	15.00 %
Ductile Iron	6-20	10.00 %
Galvanized Iron	2	10.00 %
Polyvinyl Chloride	2-12	50.00 %

What are the estimated total miles of distribution system lines? 67 Miles

How many feet of distribution lines were replaced during 2024? 385 Feet

How many feet of new water mains were added during 2024? 41,436 Feet

How many meters were replaced in 2024? 70

How old are the oldest meters in this system? 9 Year(s)

How many meters for outdoor water use, such as irrigation, are not billed for sewer services? 70

What is this system's finished water storage capacity? 1.1000 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? Yes

Does this system have a leak detection program? No

Water Conservation

What type of rate structure is used? Uniform

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

Discussions are underway to plan an interconnection with neighboring community.

2. Water Use Information

Service Area

Sub-Basin(s)	% of Service Population
South River (02-4)	48 %
Cape Fear River (02-3)	39 %
Neuse River (10-1)	13 %

County(s)	% of Service Population
Harnett	85 %
Wake	15 %

What was the year-round population served in 2024? 7,500

Has this system acquired another system since last report? No

Water Use by Type

Type of Use	Metered Connections	Metered Average Use (MGD)
Residential	4,382	0.4220
Commercial	235	0.0560
Industrial	2	0.0070
Institutional	37	0.0170

How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0880 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	0.5960	0.7460	May	0.6630	0.8900	Sep	0.8010	1.1430
Feb	0.5790	0.7740	Jun	0.9690	1.5320	Oct	0.8220	1.1780
Mar	0.6020	0.7460	Jul	0.8700	1.1750	Nov	0.7130	0.8750
Apr	0.6520	0.8710	Aug	0.8700	1.1410	Dec	0.7220	0.9380

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
Seller	PWSID	Average Daily Purchased (MGD)	Days Used	MGD	Expiration	Recurring	Required to comply with water use restrictions?	Pipe Size(s) (Inches)	Use Type
Harnett County	03-43-045	0.7410	365	1.4400	2059	Yes	Yes	16	Regular

4. Wastewater Information

Monthly Discharges

	Average Daily Discharge (MGD)		Average Daily Discharge (MGD)		Average Daily Discharge (MGD)
Jan	0.8860	May	0.6360	Sep	1.2820
Feb	0.6750	Jun	0.5630	Oct	0.9740
Mar	0.7770	Jul	1.1330	Nov	0.8370
Apr	0.6800	Aug	1.2330	Dec	0.7280

How many sewer connections does this system have? 3,805

How many water service connections with septic systems does this system have? 540

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
WQ0002638	WWTP	0.1990	0.2580	0.0056	0.1930	Black River	Cape Fear River (02-3)

Wastewater Interconnections

Water System	PWSID	Type	Average Daily Amount		Contract Maximum (MGD)
Water System	PWSID	Type	MGD	Days Used	Contract Maximum (MGD)
Harnett County	03-43-045	Discharging	0.8600	365	2.2500

5. Planning

Projections

	2024	2030	2040	2050	2060	2070
Year-Round Population	7,500	10,000	14,000	18,000	22,000	26,000
Seasonal Population	0	0	0	0	0	0

Residential	0.4220	0.4870	0.7310	0.9740	1.2000	1.3400
Commercial	0.0560	0.0850	0.1000	0.1250	0.1500	0.1750
Industrial	0.0070	0.0100	0.0130	0.0160	0.0190	0.0220
Institutional	0.0170	0.0200	0.0210	0.0240	0.0280	0.0320
System Process	0.0880	0.1253	0.1801	0.0300	0.0350	0.0400
Unaccounted-for	0.1490	0.2206	0.3170	0.3546	0.4344	0.4881

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	1.4400	1.4400	1.4400	1.4400	1.4400	1.4400
Future Supplies		0.0000	0.0000	0.0000	0.0000	0.0000
Total Available Supply (MGD)	1.4400	1.4400	1.4400	1.4400	1.4400	1.4400
Service Area Demand	0.7390	0.9479	1.3621	1.5236	1.8664	2.0971
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)	0.7390	0.9479	1.3621	1.5236	1.8664	2.0971
Demand as Percent of Supply	51%	66%	95%	106%	130%	146%

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 56 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? negotiate additional water purchase

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? No Change

How does the water system intend to implement the demand management and supply planning components above? negotiate additional water purchase

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:

NC DEQ Division of Water ResourcesLocal Water Supply Planning