Raeford

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: Raeford   PWSID: 03-47-010
Mailing Address:1606 Hwy 401 Business
Raeford, NC 28376		Ownership:Municipality
 
Contact Person:Trudy McVickerTitle:Utilities Director
Phone:910-875-4931Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 20.00 %
Cast Iron 6-12 20.00 %
Ductile Iron 6-16 25.00 %
Galvanized Iron 1-2 10.00 %
Polyvinyl Chloride 2-16 25.00 %
What are the estimated total miles of distribution system lines?   47 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?   10 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   100
What is this system's finished water storage capacity?   1.8000 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, 12 Months or more
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?   No
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
Cape Fear River (02-3)0 %
Lumber River (09-1)0 %
County(s)% of Service Population
Hoke0 %
What was the year-round population served in 2002?   3,517
Has this system acquired another system since last report?   
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 1,943 0.3520 5 0.0160
Commercial 340 0.0800 0 0.0000
Industrial 4 0.9580 0 0.0000
Institutional 6 0.0500 0 0.0000

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

Water Sales
Purchaser PWSID Average
Daily Sold
(MGD)		 Days
Used		 Contract Required to
comply with water
use restrictions?		 Pipe Size(s)
(Inches)		 Use
Type
MGD Expiration Recurring
Hillcrest-Scurlock Water 03-47-107 0.0000 0 0.5000 8 Emergency
Hoke County Utilities 03-47-025 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 1.6200 2.2500 May 2.0000 2.7600 Sep 1.7400 2.4200
Feb 1.6600 2.2400 Jun 2.0700 2.7300 Oct 1.6600 2.2500
Mar 1.5500 2.1800 Jul 1.8100 2.5200 Nov 1.6300 2.4500
Apr 1.7300 2.5000 Aug 1.8200 2.4800 Dec 1.4500 2.4400

Ground Water Sources
Name or Number Average Daily Withdrawal (MGD) Max Day Withdrawal (MGD) 12-Hour Supply
(MGD)		 CUA Reduction Year Offline Use Type
MGD Days Used
01 0.0930 365 0.115 0.1150 Regular
02 0.1220 365 0.216 0.1510 Regular
03 0.1300 365 0.180 0.1620 Regular
04 0.1040 365 0.144 0.1300 Regular
05 0.1540 365 0.223 0.1910 Regular
07 0.1450 365 0.180 0.1800 Regular
08 0.0720 365 0.079 0.0900 Regular
10 0.0350 365 0.108 0.0430 Regular
11 0.0870 365 0.086 0.1080 Regular
12 0.0650 365 0.065 0.0830 Regular
13 0.0380 365 0.072 0.0470 Regular
14 0.1970 365 0.281 0.2450 Regular
15 0.1250 365 0.151 0.1550 Regular
16 0.1300 365 0.151 0.1620 Regular
17 0.0700 365 0.104 0.0870 Regular
19 0.0720 365 0.079 0.0900 Regular
20 0.0870 365 0.108 0.1080 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?
Top Bottom
01 95 0 0 0 4 0 Yes
02 284 0 0 0 6 0 Yes
03 115 0 0 0 6 0 Yes
04 115 0 0 0 6 0 No
05 146 0 0 0 6 0 Yes
07 0 0 0 0 6 0 Yes
08 0 0 0 0 4 0 Yes
10 126 0 0 0 4 0 Yes
11 0 0 0 0 4 0 Yes
12 0 0 0 0 6 0 Yes
13 0 0 0 0 4 0 Yes
14 295 0 0 0 6 0 Yes
15 0 0 0 0 6 0 Yes
16 153 0 0 0 6 0 Yes
17 135 0 0 0 4 0 Yes
19 200 0 0 0 4 0 Yes
20 200 0 0 0 4 0 Yes
Are ground water levels monitored?   No, None
Does this system have a wellhead protection program?   No
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
Hoke County Utilities 03-47-025 0.0000 0 0.3000 12 Emergency
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Raeford Water Works 3.0000 No No wells
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 0.0000 May 0.0000 Sep 0.0000
Feb 0.0000 Jun 0.0000 Oct 0.0000
Mar 0.0000 Jul 0.0000 Nov 0.0000
Apr 0.0000 Aug 0.0000 Dec 0.0000

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   0
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
NC0026514 3.0000 3.0000 1.8000 2.4000 Rockfish Creek Cape Fear River (02-3)

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 3,517 4,300 4,800 5,280
Seasonal Population 0 0 0 0
 
Residential 0.3680 0.4500 0.5020 0.5520
Commercial 0.0800 0.0980 0.1090 0.1200
Industrial 0.9580 1.5220 1.8760 2.3120
Institutional 0.0500 0.0610 0.0680 0.0750
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.2700 0.3300 0.3680 0.4050
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 2.1470 2.1470 2.1470 2.1470
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 2.1470 2.1470 2.1470 2.1470
Service Area Demand 1.7260 2.4610 2.9230 3.4640
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 1.7260 2.4610 2.9230 3.4640
Demand as Percent of Supply 80% 115% 136% 161%

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 105 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?  

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.