Falcon

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: Falcon   PWSID: 03-26-035
Mailing Address:P. O. BOX 112
FALCON, NC 28342		Ownership:Municipality
 
Contact Person:Cheryl F. ReedTitle:TOWN CLERK
Phone:910-980-1355Cell/Mobile:--
 
Secondary Contact:Paul Langfield Phone:336-309-9363
Mailing Address:
, 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6.8 27.00 %
Polyvinyl Chloride 4,6,8 73.00 %
What are the estimated total miles of distribution system lines?   15 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?   5
How old are the oldest meters in this system?   22 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?   0.1000 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, 7-11 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?   No

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Cape Fear River (02-3)0 %
South River (02-4)0 %
County(s)% of Service Population
Cumberland0 %
What was the year-round population served in 2002?   714
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 229 0.0370 0 0.0000
Commercial 10 0.0100 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 27 0.0080 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
GODWIN 03-26-050 0.0130 365 0.0400 2 Regular

Water sales contract with Godwin expires in 2030 and is assumed to be renewed and continue

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 0.0800 0.0670 May 0.0610 0.0990 Sep 0.1060 0.0900
Feb 0.0930 0.0800 Jun 0.0800 0.1150 Oct 0.0940 0.0950
Mar 0.0590 0.0740 Jul 0.0890 0.1110 Nov 0.0750 0.0940
Apr 0.0750 0.0890 Aug 0.0990 0.1010 Dec 0.0880 0.0880

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
DUNN 03-43-010 0.0830 365 0.2000 12 Regular

Contract amount reported in Dunn LWSP 1997 and contract is assumed to be renewed and continue.

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?   247
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 714 757 807 857
Seasonal Population 0 0 0 0
 
Residential 0.0370 0.0400 0.0430 0.0460
Commercial 0.0100 0.0100 0.0100 0.0100
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0080 0.0080 0.0080 0.0080
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0150 0.0150 0.0150 0.0150

TEN PERCENT UNACCOUNTED FOR PROJECTED.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000
Purchases 0.2000 0.2000 0.2000 0.2000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.2000 0.2000 0.2000 0.2000
Service Area Demand 0.0700 0.0730 0.0760 0.0790
Sales 0.0130 0.0400 0.0400 0.0400
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0830 0.1130 0.1160 0.1190
Demand as Percent of Supply 42% 57% 58% 60%

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 52 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?   

Maximum monthly demand in 2002 was about 1.3 times the average daily demand. Based on the ratio of max month to the average daily demand in 2002, the max month demand in 2020 may average 150,000 gallons per day and equal to 75 percent of the supply.

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 TOWN OF FALCON WILL WORK TO PREPARE A WATER SHORTAGE RESPONSE PLAN THAT WOULD INCLUDE AN ORDINANCE SPECIFYING WATER USE RESTRICTIONS TRIGGERED BY DAILY DEMAND AS PERCENT OF SUPPLY FOR REGULAR USE.

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.