Red Springs

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

Incomplete

Water System Name:	Red Springs		PWSID:	03-78-015
Mailing Address:	PO BOX 790 Red Springs, NC 28377		Ownership:	Municipality

Contact Person:	Timothy Mauldin		Title:	Public Works Director
Phone:	910-843-5241		Cell/Mobile:	910-785-2093

Secondary Contact:	John Malone (NCRWA)			Phone:	--
Mailing Address:	, NC	Cell/Mobile:		910-785-2093

Distribution System

Line Type	Size Range (Inches)	Estimated % of lines
Asbestos Cement	6	5.00 %
Ductile Iron	6-8	35.00 %
Polyvinyl Chloride	6-12	60.00 %

What are the estimated total miles of distribution system lines? 25 Miles

How many feet of distribution lines were replaced during 2002? 0 Feet

How many feet of new water mains were added during 2002? 0 Feet

How many meters were replaced in 2002? 0

How old are the oldest meters in this system? 40 Year(s)

How many meters for outdoor water use, such as irrigation, are not billed for sewer services? 0

What is this system's finished water storage capacity? 2.3250 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? No, None

Does this system have a valve exercise program? No, None

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? No

Water Conservation

What type of rate structure is used? Decreasing

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
Lumber River (09-1)	0 %

County(s)	% of Service Population
Robeson	0 %

What was the year-round population served in 2002? 3,461

Has this system acquired another system since last report?

Water Use by Type

Type of Use	Metered Connections	Metered Average Use (MGD)
Residential	1,370	0.2330
Commercial	176	0.0530
Industrial	2	0.3850
Institutional	0	0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0000 MGD

According to records the water purchased from Robeson County in 2002 was less than the water sold to Clayson Knitting. Since this is not possible the amount of water purchased from Robeson County was set to be equal to the water sold to Clayson Knitting for the purpose of this study. After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn and purchased.

Water Sales

Purchaser	PWSID	Average Daily Sold (MGD)	Days Used	Contract			Required to comply with water use restrictions?	Pipe Size(s) (Inches)	Use Type
Purchaser	PWSID	Average Daily Sold (MGD)	Days Used	MGD	Expiration	Recurring	Required to comply with water use restrictions?	Pipe Size(s) (Inches)	Use Type
Robeson Co	03-78-055	0.0190	365	0.0000				8	Regular

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	0.6590	0.7430	May	0.7160	0.9430	Sep	0.6570	0.8560
Feb	0.6340	0.7080	Jun	0.7110	1.0100	Oct	0.6390	0.7640
Mar	0.6090	0.7860	Jul	0.6850	0.8930	Nov	0.6370	0.7810
Apr	0.6670	0.9640	Aug	0.7010	0.8430	Dec	0.6400	0.7890

After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn and purchased.

Ground Water Sources

Name or Number	Average Daily Withdrawal (MGD)		Max Day Withdrawal (MGD)	12-Hour Supply (MGD)	CUA Reduction	Year Offline	Use Type
Name or Number	MGD	Days Used	Max Day Withdrawal (MGD)	12-Hour Supply (MGD)	CUA Reduction	Year Offline	Use Type
1-A	0.2160	365	0.300	0.3000			Regular
2	0.1670	365	0.220	0.2200			Regular
3-A	0.2320	365	0.300	0.3000			Regular

Ground Water Sources (continued)

Name or Number	Well Depth (Feet)	Casing Depth (Feet)	Screen Depth (Feet)		Well Diameter (Inches)	Pump Intake Depth (Feet)	Metered?
Name or Number	Well Depth (Feet)	Casing Depth (Feet)	Top	Bottom	Well Diameter (Inches)	Pump Intake Depth (Feet)	Metered?
1-A	155	0	67	145	10	0	No
2	200	0	60	193	6	0	Yes
3-A	156	0	120	363	8	0	No

Are ground water levels monitored? No, None

Does this system have a wellhead protection program? Yes

There is an additional well #4 but this well is not in operation. After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn and purchased.

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
Robeson Co	03-78-055	0.1910	365	0.0000				8	Regular

After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn and purchased.

Water Treatment Plants

Plant Name	Permitted Capacity (MGD)	Is Raw Water Metered?	Is Finished Water Ouput Metered?	Source
E.H. Alexander Treatment Plant	1.5000	Yes	Yes	Groundwater

Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2002? No

If yes, was any water conservation implemented?

Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2002? 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	0.6030	May	0.7240	Sep	0.6050
Feb	0.6800	Jun	0.6860	Oct	0.6890
Mar	0.7030	Jul	0.5860	Nov	0.8100
Apr	0.8360	Aug	0.6000	Dec	0.7950

How many sewer connections does this system have? 1,357

How many water service connections with septic systems does this system have? 80

Are there plans to build or expand wastewater treatment facilities in the next 10 years? Yes

Wastewater Permits

Permit Number	Type	Permitted Capacity (MGD)	Design Capacity (MGD)	Average Annual Daily Discharge (MGD)	Maximum Day Discharge (MGD)	Receiving Stream	Receiving Basin
NC0025577		2.5000	2.5000	0.6930	1.7040	Little Raft Swamp	Lumber River (09-1)

5. Planning

Projections

	2002	2010	2020	2030
Year-Round Population	3,461	3,634	3,815	4,005
Seasonal Population	0	0	0	0

Residential	0.2330	0.2460	0.2620	0.2870
Commercial	0.0530	0.0570	0.0670	0.0770
Industrial	0.3850	0.3920	0.4230	0.4590
Institutional	0.0000	0.0000	0.0000	0.0000
System Process	0.0000	0.0100	0.0110	0.0130
Unaccounted-for	0.1160	0.1630	0.1720	0.1860

Future Supply Sources

Source Name	PWSID	Source Type	Additional Supply	Year Online	Year Offline	Type
Well 4	03-78-015	Ground	0.3000	2007		Regular

Demand v/s Percent of Supply

	2002	2010	2020	2030
Surface Water Supply	0.0000	0.0000	0.0000	0.0000
Ground Water Supply	0.8200	0.8200	0.8200	0.8200
Purchases	0.1910	0.1910	0.1910	0.1910
Future Supplies		0.3000	0.3000	0.3000
Total Available Supply (MGD)	1.0110	1.3110	1.3110	1.3110
Service Area Demand	0.7870	0.8680	0.9350	1.0220
Sales	0.0190	0.0190	0.0190	0.0190
Future Sales		0.0000	0.0000	0.0000
Total Demand (MGD)	0.8060	0.8870	0.9540	1.0410
Demand as Percent of Supply	80%	68%	73%	79%

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 67 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.

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

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

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

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? 1997 LWSP

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