Moore County Public Utilities-Pinehurst

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-Pinehurst   PWSID: 03-63-108
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
Asbestos Cement 6-12 24.00 %
Cast Iron 4-20 28.00 %
Ductile Iron 4-20 5.00 %
Galvanized Iron 2 1.00 %
Polyvinyl Chloride 2-12 42.00 %
What are the estimated total miles of distribution system lines?   137 Miles
How many feet of distribution lines were replaced during 2002?   2,489 Feet
How many feet of new water mains were added during 2002?   33,419 Feet
How many meters were replaced in 2002?   75
How old are the oldest meters in this system?   75 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   1,705
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.   Yes
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?   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
Moore0 %
What was the year-round population served in 2002?   11,013
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 5,780 1.4100 0 0.0000
Commercial 345 0.1190 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 14 0.1490 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0010 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
MooreCo.Pub.Util.-Seven Lakes 03-63-117 0.1400 365 0.2500 12 Regular

No Contract. Moore County owns both systems.

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 1.3620 1.5500 May 2.4300 2.9960 Sep 1.5390 1.9370
Feb 1.4200 1.6910 Jun 2.9600 3.5750 Oct 1.4960 1.9060
Mar 1.5500 1.8420 Jul 2.5500 2.9490 Nov 1.3670 1.5040
Apr 2.1400 2.8110 Aug 1.9890 2.9190 Dec 1.3400 1.5810

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
Pinewild Well 1 0.0760 365 0.149 0.0800 Regular
Well 10 0.0620 365 0.122 0.0630 Regular
Well 11 0.0470 365 0.088 0.0470 Regular
Well 12 0.1030 365 0.202 0.1080 Regular
Well 13 0.0820 365 0.160 0.0890 Regular
Well 14 0.0680 365 0.133 0.0720 Regular
Well 15 0.0680 365 0.125 0.0650 Regular
Well 16 0.0880 355 0.179 0.0990 Regular
Well 17 0.0300 365 0.057 0.0300 Regular
Well 18 0.0610 365 0.117 0.0620 Regular
Well 19 0.0980 365 0.199 0.1000 Regular
Well 21 0.0770 365 0.156 0.0760 Regular
Well 2A 0.0670 365 0.133 0.0650 Regular
Well 3 0.0610 365 0.123 0.0660 Regular
Well 4 0.0970 365 0.183 0.0970 Regular
Well 5 0.1210 365 0.232 0.1220 Regular
Well 6 0.0440 291 0.080 0.0420 Regular
Well 7 0.1080 365 0.209 0.1110 Regular
Well 8 0.0290 281 0.058 0.0290 Regular
Well 9 0.0830 365 0.183 0.0970 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
Pinewild Well 1 170 120 120 160 8 147 Yes
Well 10 158 95 95 155 10 126 Yes
Well 11 125 90 90 120 10 105 Yes
Well 12 140 90 90 120 8 122 Yes
Well 13 120 81 81 111 8 86 Yes
Well 14 140 90 90 130 8 126 Yes
Well 15 140 90 90 130 8 126 Yes
Well 16 115 80 80 112 8 105 Yes
Well 17 178 80 80 173 8 147 Yes
Well 18 135 90 90 130 8 105 Yes
Well 19 151 86 86 146 8 86 Yes
Well 21 145 110 110 135 8 115 Yes
Well 2A 170 105 105 155 8 126 Yes
Well 3 150 85 85 130 8 128 Yes
Well 4 139 64 64 122 8 64 Yes
Well 5 161 96 96 156 8 126 Yes
Well 6 130 67 67 117 8 65 Yes
Well 7 142 96 96 126 8 126 Yes
Well 8 120 86 86 109 10 107 Yes
Well 9 148 88 88 144 8 126 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   Yes
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
Town of Southern Pines 03-63-010 0.3820 365 0.7500 8 Regular

Currently expires 2003, but we plan to renew this contract as soon as possible.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 1.4490 May 1.4500 Sep 1.7720
Feb 1.5640 Jun 1.4750 Oct 1.9420
Mar 1.5360 Jul 1.7640 Nov 1.9290
Apr 1.4880 Aug 1.7260 Dec 1.8630

How many sewer connections does this system have?   5,900
How many water service connections with septic systems does this system have?   400
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Moore Co. Water Poll. Control Plant Discharging 1.6630 365 0.0000
Town of Taylortown 03-63-035 Receiving 0.0160 365 0.0800

No contract amount for Pinehurst to Moore County
Wastewater Plant.

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 11,013 16,239 22,773 29,306
Seasonal Population 0 0 0 0
 
Residential 1.4100 1.8640 2.3990 2.9340
Commercial 0.1190 0.1570 0.2020 0.2470
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.1490 0.1970 0.2540 0.3110
System Process 0.0010 0.0010 0.0010 0.0010
Unaccounted-for 0.0150 0.0450 0.0580 0.0710

No industrial growth expected.

Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
East Moore Water District 50-63-011 Purchase 1.0000 2005 Regular
Pinehurst Well 22 03-63-108 Ground 0.0800 2003 Regular
Pinehurst Well 23 03-63-108 Ground 0.0500 2003 Regular
Pinehurst Well 24 03-63-108 Ground 0.0650 2003 Regular
Pinehurst Well 25 03-63-108 Ground 0.1080 2004 Regular
Pinehurst Well 26 03-63-108 Ground 0.1080 2004 Regular
Town of Aberdeen 03-63-020 Purchase 0.2000 2003 Regular
Town of Southern Pines Feed 2 03-63-010 Purchase 1.0000 2020 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 1.5200 1.5200 1.5200 1.5200
Purchases 0.7500 0.7500 0.7500 0.7500
Future Supplies 1.6110 2.6110 2.6110
Total Available Supply (MGD) 2.2700 3.8810 4.8810 4.8810
Service Area Demand 1.6940 2.2640 2.9140 3.5640
Sales 0.1400 0.2500 0.2500 0.2500
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 1.8340 2.5140 3.1640 3.8140
Demand as Percent of Supply 81% 65% 65% 78%

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 128 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 and 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:   1. Potential of reaching groundwater capacity of Middendorf Aquifer.
2. Irrigation well count is approaching 600.
3. MTBE and other contaminants.

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.