Moore County Public Utilities-Hyland Hills

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: Moore County Public Utilities-Hyland Hills   PWSID: 03-63-103
Mailing Address:P.O. Box 1927
Carthage, NC 28327		Ownership:County
 
Contact Person:C. Brian Patnode, PETitle:Public Works Director
Phone:910-947-4300Cell/Mobile:--
 
Secondary Contact:Jon Horne Phone:910-947-4314
Mailing Address:P.O. Box 1927
Carthage, NC 28327		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Galvanized Iron 1-2 45.00 %
Polyvinyl Chloride 1-4 55.00 %
What are the estimated total miles of distribution system lines?   3 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?   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?   0.0060 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

Hydropneumatic system, flushing hydrants only.

Programs
Does this system have a program to work or flush hydrants?   Yes, 2-6 Months
Does this system have a valve exercise program?   Yes, 2-5 Years
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?   Yes
Does this system have an active water conservation public education program?   Yes
Does this system have a leak detection program?   Yes
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?   No

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Cape Fear River (02-3)0 %
County(s)% of Service Population
Moore0 %
What was the year-round population served in 2002?   276
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 97 0.0110 15 0.0020
Commercial 4 0.0000 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0010 MGD

Commercial use - 0.0004 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 0.0140 0.0210 May 0.0180 0.0270 Sep 0.0130 0.0310
Feb 0.0130 0.0170 Jun 0.0210 0.0310 Oct 0.0130 0.0200
Mar 0.0130 0.0160 Jul 0.0210 0.0290 Nov 0.0120 0.0160
Apr 0.0150 0.0210 Aug 0.0150 0.0260 Dec 0.0130 0.0230

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
Well 1A 0.0120 365 0.026 0.0360 Regular
Well 2 0.0030 365 0.009 0.0130 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
Well 1A 139 96 96 129 6 107 Yes
Well 2 95 0 0 0 6 80 Yes
Are ground water levels monitored?   Yes, Semi-Annually
Does this system have a wellhead protection program?   No

Well 2 - Casing depth, screen intervals unknown.

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?   116
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

None, all septic

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 276 290 308 326
Seasonal Population 0 0 0 0
 
Residential 0.0130 0.0140 0.0150 0.0160
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 0.0010 0.0010 0.0010 0.0010
Unaccounted-for 0.0010 0.0010 0.0010 0.0010

Commercial - 0.0004 mgd - 2002
0.00042 mgd - 2010
0.00045 mgd - 2020
0.00047 mgd - 2030
No industrial or institutional expected.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0490 0.0490 0.0490 0.0490
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.0490 0.0490 0.0490 0.0490
Service Area Demand 0.0150 0.0160 0.0170 0.0180
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0150 0.0160 0.0170 0.0180
Demand as Percent of Supply 31% 33% 35% 37%

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 47 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?  1995 Water resources Study by Hazen and Sawyer.
1998 Analysis of Water Resources of Moore County by Hobbs, Upchurch & Associates.

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:   Additional water storage.

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.