Carolina Trace WS

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: Carolina Trace WS   PWSID: 03-53-101
Mailing Address:P.O. Box 240908
Charlotte, NC 28224		Ownership:Business
 
Contact Person:Jill StricklerTitle:Water Resources Specialist
Phone:919-723-6845Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-8 10.00 %
Cast Iron 6-8 10.00 %
Polyvinyl Chloride 1.5-8 80.00 %
What are the estimated total miles of distribution system lines?   30 Miles
How many feet of distribution lines were replaced during 2002?   2,000 Feet
How many feet of new water mains were added during 2002?   0 Feet
How many meters were replaced in 2002?   20
How old are the oldest meters in this system?   25 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?   0.0000 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
Cape Fear River (02-3)0 %
County(s)% of Service Population
Lee0 %
What was the year-round population served in 2002?   1,199
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 1,199 0.1720 0 0.0000
Commercial 0 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.)?   0.0020 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 0.1460 0.1620 May 0.2100 0.2220 Sep 0.1460 0.1750
Feb 0.1540 0.1750 Jun 0.2330 0.2560 Oct 0.1610 0.1930
Mar 0.1290 0.1560 Jul 0.2000 0.2150 Nov 0.1540 0.1770
Apr 0.1660 0.1810 Aug 0.2100 0.2320 Dec 0.1540 0.1780

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
04 0.0300 365 0.000 0.0570 Regular
16 0.0220 365 0.000 0.0430 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
04 187 39 0 0 6 0 Yes
16 267 46 0 0 6 0 Yes
Are ground water levels monitored?   No, None
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
City of Sanford 03-53-010 0.1550 365 0.1570 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.2940 May 0.1820 Sep 0.1760
Feb 0.2440 Jun 0.1470 Oct 0.2420
Mar 0.2400 Jul 0.1670 Nov 0.2750
Apr 0.2530 Aug 0.1760 Dec 0.2960

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
NC0038831 0.3250 0.0000 0.2240 0.0000 Upper Little River Cape Fear River (02-3)

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 1,199 1,759 2,000 2,000
Seasonal Population 0 0 0 0
 
Residential 0.1720 0.1920 0.2180 0.2180
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 0.0020 0.0020 0.0020 0.0020
Unaccounted-for 0.0330 0.0250 0.0270 0.0270

Subdivision will build out at 2000.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.1000 0.1000 0.1000 0.1000
Purchases 0.1570 0.1570 0.1570 0.1570
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.2570 0.2570 0.2570 0.2570
Service Area Demand 0.2070 0.2190 0.2470 0.2470
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.2070 0.2190 0.2470 0.2470
Demand as Percent of Supply 81% 85% 96% 96%

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 143 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?   

Existing purchase contracts should project to 2050.
Future supply for additional water is under study.

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.