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

Complete

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 2022?   0 Feet
How many feet of new water mains were added during 2022?   0 Feet
How many meters were replaced in 2022?   2
How old are the oldest meters in this system?   38 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, Quarterly
Does this system have a valve exercise program?   No
Does this system have a cross-connection program?   Yes
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/Fixed
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

Falcon has tried to find a system that is willing to work with us. As of yet no system has been able or willing to work with us.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Cape Fear River (02-3)100 %
County(s)% of Service Population
Cumberland100 %
What was the year-round population served in 2022?   732
Has this system acquired another system since last report?   No

Will have to have work with Town engineer on this issue

Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 267 0.0335 0 0.0000
Commercial 18 0.0254 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 40 0.0130 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 0.0120 365 0.0400 2030 Yes Yes 8 Regular

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 0.0850 May 0.1090 Sep 0.0890
Feb 0.1110 Jun 0.0900 Oct 0.0680
Mar 0.0890 Jul 0.1090 Nov 0.0760
Apr 0.1090 Aug 0.0860 Dec 0.0610

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 0.0892 365 0.2000 2030 Yes Yes 8 Regular

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?   177
How many water service connections with septic systems does this system have?   52
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

Wastewater is collected by the North Cumberland Regional Wastewater system, which flows to the Fayetteville PWC system for treatment and discharge.

5. Planning

Projections
  2022 2030 2040 2050 2060 2070
Year-Round Population 732 740 750 760 780 790
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0335 0.0400 0.0410 0.0420 0.0430 0.0440
Commercial 0.0254 0.0300 0.0310 0.0320 0.0330 0.0340
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0130 0.0200 0.0210 0.0220 0.0230 0.0240
System Process 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0053 0.0082 0.0084 0.0086 0.0088 0.0090

The projected unaccounted-for demand was adjusted to 6% of total demand, which is the median for the period 2018-2022.

Demand v/s Percent of Supply
  2022 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000
Service Area Demand 0.0772 0.0982 0.1014 0.1046 0.1078 0.1110
Sales 0.0120 0.0400 0.0400 0.0400 0.0400 0.0400
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0892 0.1382 0.1414 0.1446 0.1478 0.1510
Demand as Percent of Supply 45% 69% 71% 72% 74% 76%

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 46 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:   

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.