Hoke County Regional Water System

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:	Hoke County Regional Water System	PWSID:	03-47-025
Mailing Address:	P. O. Box 240 Raeford, NC 28376	Ownership:	County

Contact Person:	James McQueen	Title:	Utilities Director
Phone:	910-848-0385	Cell/Mobile:	910-992-0937

Distribution System

Line Type	Size Range (Inches)	Estimated % of lines
Ductile Iron	4-12	1.00 %
Polyvinyl Chloride	2-12	99.00 %

What are the estimated total miles of distribution system lines? 307 Miles

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

How many feet of new water mains were added during 2002? 562,657 Feet

How many meters were replaced in 2002? 500

How old are the oldest meters in this system? 12 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? 2.3000 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, 2-6 Months

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

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? No

Water Conservation

What type of rate structure is used? Increasing

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 %
Cape Fear River (02-3)	0 %

County(s)	% of Service Population
Hoke	0 %

What was the year-round population served in 2002? 24,900

Has this system acquired another system since last report?

Water Use by Type

Type of Use	Metered Connections	Metered Average Use (MGD)
Residential	7,625	1.2330
Commercial	0	0.0000
Industrial	0	0.0000
Institutional	0	0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0120 MGD

Available water records for the year 2002 do not separate types of customers. Based on this report, the amount of raw water is less than the finished water metered. Hoke Co RWS needs to look at the instrumentation to see if there is a calibration problem. Without knowing what is wrong adjustments to the water use numbers cannot be made at this time.

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
Raeford	03-47-010	0.0000	0	0.5000				12	Emergency

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	1.1640	1.4640	May	0.8980	1.5080	Sep	1.2060	1.4680
Feb	1.1660	1.4700	Jun	1.2710	1.7600	Oct	1.1230	1.4850
Mar	1.2660	1.5850	Jul	1.5070	1.8510	Nov	1.0580	1.4050
Apr	1.4490	2.0740	Aug	1.3420	1.8040	Dec	1.0070	1.4640

Based on this report, the amount of raw water is less than the finished water metered. Hoke Co RWS needs to look at the instrumentation to see if there is a calibration problem. Without knowing what is wrong adjustments to the water use numbers cannot be made at this time.

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	0.0000	0	0.000	0.1800			Regular
10	0.0000	0	0.000	0.1800			Regular
11	0.0000	0	0.000	0.0000			Regular
12	0.0000	0	0.000	0.0000			Regular
13	0.0810	75	0.233	0.0860			Regular
14	0.0000	0	0.000	0.1510			Regular
2	0.0000	0	0.000	0.1750			Regular
3	0.0000	0	0.000	0.1720			Regular
4A	0.0000	0	0.000	0.1510			Regular
5A	0.0000	0	0.000	0.1510			Regular
6	0.0000	0	0.000	0.1440			Regular
7	0.2210	365	0.211	0.2160			Regular
8	0.0350	113	0.179	0.0900			Regular
9A	0.0000	0	0.000	0.1730			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	137	0	112	132	8	0	Yes
10	125	40	70	120	8	0	Yes
11	83	20	61	76	8	0	Yes
12	105	20	61	100	8	0	Yes
13	177	50	90	170	8	0	Yes
14	120	60	81	111	8	0	Yes
2	130	0	105	125	8	0	Yes
3	133	55	60	128	10	0	Yes
4A	120	32	60	115	8	0	Yes
5A	102	40	77	97	8	0	Yes
6	144	55	85	137	8	130	Yes
7	121	55	101	116	8	112	Yes
8	0	0	0	0	8	0	Yes
9A	104	40	59	99	8	0	Yes

Are ground water levels monitored? No, None

Does this system have a wellhead protection program? Und

Wells #11 and #12 were not used in the year 2002. Based on this report, the amount of raw water is less than the finished water metered. Hoke Co RWS needs to look at the instrumentation to see if there is a calibration problem. Without knowing what is wrong adjustments to the water use numbers cannot be made at this time.

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
Fayetteville PWC	03-26-010	0.2060	245	0.0000				12	Regular
N.C. Dept. of Corrections	03-47-108	0.1150	365	0.0000				8-12	Regular
Robeson Co	03-78-055	0.0000	0	0.0000				6	Emergency

North Carolina Dept. Of Corrections contract expired 8/20/2000. Based on this report, the amount of raw water is less than the finished water metered. Hoke Co RWS needs to look at the instrumentation to see if there is a calibration problem. Without knowing what is wrong adjustments to the water use numbers cannot be made at this time.

Water Treatment Plants

Plant Name	Permitted Capacity (MGD)	Is Raw Water Metered?	Is Finished Water Ouput Metered?	Source
Airport WTP	0.7040	Yes	Yes	Wells 3 & 10
Antioch WTP	0.7200	Yes	Yes	Wells 1& 2
Arabia WTP	0.4520	Yes	Yes	Well 7
Carolina Drive WTP	0.9500	Yes	Yes	Wells 4A, 5A & 9A
Doc Brown Road WTP	0.5900	Yes	Yes	Wells 6 & 14
Neil Sinclair Road WTP	0.1720	Yes	Yes	Well 13
Rockfish WTP	0.1800	Yes	Yes	Well 8

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	0.0920	May	0.0820	Sep	0.0900
Feb	0.1020	Jun	0.0780	Oct	0.0700
Mar	0.0800	Jul	0.0780	Nov	0.0970
Apr	0.0780	Aug	0.0780	Dec	0.1020

How many sewer connections does this system have? 1

How many water service connections with septic systems does this system have? 7,624

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
NC0086037		0.0200	0.0200	0.0420	0.1370	Little Marsh Swamp	Lumber River (09-1)
NC0086045		0.0100	0.0100	0.0440	0.0680	Raft Swamp	Lumber River (09-1)

5. Planning

Projections

	2002	2010	2020	2030
Year-Round Population	24,900	31,900	40,650	49,400
Seasonal Population	0	0	0	0

Residential	1.2330	1.5950	2.0320	2.4700
Commercial	0.0000	0.0000	0.0000	0.0000
Industrial	0.0000	0.0000	0.0000	0.0000
Institutional	0.0000	0.0000	0.0000	0.0000
System Process	0.0120	0.0160	0.0200	0.0240
Unaccounted-for	-0.7432	0.3500	0.4470	0.5430

Future Supply Sources

Source Name	PWSID	Source Type	Additional Supply	Year Online	Type
11 Wells (3 WTPs)	03-47-025	Ground	1.6790	2009	Regular
2 Wells	03-47-025	Ground	0.2880	2035	Regular
Adcox Road WTP	03-47-025	Ground	0.1440	2005	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	1.8690	1.8690	1.8690	1.8690
Purchases	0.3210	0.3210	0.3210	0.3210
Future Supplies		1.8230	1.8230	1.8230
Total Available Supply (MGD)	2.1900	4.0130	4.0130	4.0130
Service Area Demand	0.5018	1.9610	2.4990	3.0370
Sales	0.0000	0.0000	0.0000	0.0000
Future Sales		0.0000	0.0000	0.0000
Total Demand (MGD)	0.5018	1.9610	2.4990	3.0370
Demand as Percent of Supply	23%	49%	62%	76%

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.

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? Yes

What major water supply reports or studies were used for planning? 1997 WSP

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