Campbell University

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

Complete

Water System Name: Campbell University   PWSID: 03-43-030
Mailing Address:P.O. Box 535
Buies Creek, NC 27506		Ownership:Non-Profit
 
Contact Person:Kenneth D. FlowersTitle:superintendent water and sewer.
Phone:910-893-1610Cell/Mobile:
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 4-12 75.00 %
Cast Iron 4-6 2.00 %
Ductile Iron 8 1.00 %
What are the estimated total miles of distribution system lines?   0 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?   0
What is this system's finished water storage capacity?   0.3860 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, Once a Month
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?   Flat
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

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Cape Fear River (02-3)0 %
County(s)% of Service Population
Harnett0 %
What was the year-round population served in 2002?   4,000
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 125 0.0200 0 0.0000
Commercial 0 0.0000 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 8 0.2030 0 0.0000

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

All water is metered at each well. Residential water use estimated based on 160 gpd per meter. Unaccounted-for water was assumed to be a minimum of three percent.

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 0.1760 0.1760 May 0.2080 0.3550 Sep 0.2950 0.4870
Feb 0.1450 0.1450 Jun 0.2330 0.2530 Oct 0.2730 0.4390
Mar 0.2360 0.2530 Jul 0.2000 0.3060 Nov 0.2490 0.3960
Apr 0.2470 0.2470 Aug 0.2470 0.3400 Dec 0.1680 0.2620

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 0.0190 365 0.000 0.0190 Regular
02 0.0000 0 0.000 0.0540 Emergency
03 0.0790 365 0.000 0.0790 Regular
07 0.0780 365 0.000 0.0780 Regular
08 0.0000 0 0.000 0.0430 Emergency
09 0.0140 365 0.000 0.0140 Regular
10 0.0400 365 0.000 0.0400 Regular
11 0.0000 0 0.000 0.0860 Emergency
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
01 200 0 0 0 6 175 Yes
02 170 0 0 0 6 150 Yes
03 270 0 0 0 6 230 Yes
07 210 0 0 0 6 170 Yes
08 210 0 0 0 6 190 Yes
09 400 0 0 0 8 294 Yes
10 400 0 0 0 8 240 Yes
11 400 0 0 0 8 273 Yes
Are ground water levels monitored?   No, None
Does this system have a wellhead protection program?   No

Emergency well-11 has high iron content.

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?   190
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

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 4,000 4,400 4,600 4,800
Seasonal Population 0 0 0 0
 
Residential 0.0200 0.0300 0.0400 0.0500
Commercial 0.0000 0.0000 0.0000 0.0000
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.2030 0.2400 0.2500 0.2600
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0070 0.0080 0.0100 0.0120
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Harnett County 03-43-045 Surface 0.3000 2010 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 0.2300 0.2300 0.2300 0.2300
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.3000 0.3000 0.3000
Total Available Supply (MGD) 0.2300 0.5300 0.5300 0.5300
Service Area Demand 0.2300 0.2780 0.3000 0.3220
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.2300 0.2780 0.3000 0.3220
Demand as Percent of Supply 100% 52% 57% 61%

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 5 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:   Wells are slowly diminishing our supply we look to HCPDU to be our sole water source by 2010.

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.