Belvedere

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: Belvedere   PWSID: 04-71-111
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
Polyvinyl Chloride 2 17.00 %
Polyvinyl Chloride 4 1.00 %
Polyvinyl Chloride 6 36.00 %
Polyvinyl Chloride 8 46.00 %
What are the estimated total miles of distribution system lines?   21 Miles
How many feet of distribution lines were replaced during 2024?   40 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   383
How old are the oldest meters in this system?   1 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   52
What is this system's finished water storage capacity?   0.3000 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?   Yes, Annually
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?   Yes
Does this system have a leak detection program?   Yes
Water Conservation
What type of rate structure is used?   Uniform
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
New River (02-6)100 %
County(s)% of Service Population
Pender100 %
What was the year-round population served in 2024?   3,939
Has this system acquired another system since last report?   No
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 1,505 0.2203 0 0.0000
Commercial 10 0.0017 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.)?   0.0075 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 0.1869 0.2365 May 0.3699 0.5053 Sep 0.3060 0.4297
Feb 0.1945 0.2121 Jun 0.2979 0.4511 Oct 0.3334 0.4413
Mar 0.2213 0.2744 Jul 0.2671 0.3463 Nov 0.2953 0.3616
Apr 0.3465 0.6090 Aug 0.4391 0.5904 Dec 0.2408 0.3532

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 #1 0.1915 364 0.411 0.1400 Regular
Well #2 0.1085 342 0.4010 0.1950 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 #1 400 40 55 8 55 Yes
Well #2 225 8 Yes
Are ground water levels monitored?   Yes, As Needed
Does this system have a wellhead protection program?   Yes

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1390 May 0.1520 Sep 0.1770
Feb 0.1330 Jun 0.1550 Oct 0.1600
Mar 0.1590 Jul 0.1660 Nov 0.1490
Apr 0.1510 Aug 0.1940 Dec 0.1570

How many sewer connections does this system have?   907
How many water service connections with septic systems does this system have?   475
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
WQ0001664 WWTP 0.3000 0.3000 0.1576 0.3180 Spray irrigation/infiltration New River (02-6)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 3,939 4,097 4,261 4,431 4,608 4,700
Seasonal Population 0 0 0 0 0 0
 
Residential 0.2203 0.2291 0.2382 0.2477 0.2576 0.2679
Commercial 0.0017 0.0017 0.0017 0.0017 0.0017 0.0017
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.0075 0.0050 0.0050 0.0050 0.0060 0.0060
Unaccounted-for 0.0623 0.0523 0.0543 0.0564 0.0588 0.0610

Projected unaccounted-for demand was adjusted to 18% of total demand which is the historical average.

Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Belvedere 04-71-111 Ground 0.2800 2026 Regular
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.3350 0.3350 0.3350 0.3350 0.3350 0.3350
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.2800 0.2800 0.2800 0.2800 0.2800
Total Available Supply (MGD) 0.3350 0.6150 0.6150 0.6150 0.6150 0.6150
Service Area Demand 0.2918 0.2881 0.2992 0.3108 0.3241 0.3366
Sales 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.2918 0.2881 0.2992 0.3108 0.3241 0.3366
Demand as Percent of Supply 87% 47% 49% 51% 53% 55%

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 56 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.    We conduct annual AWWA audits. Both our annual Consumer Confidence Reports and our website are used to promote water conservation. We've also established a Water Efficiency Rebate Program for water conservation.

Are there other demand management practices you will implement to reduce your future supply needs?   The installation of more efficient home appliances and increased water conservation awareness should result in a reduction of per capita usage.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   We could seek to optimize the production of our high yielding wells or develop a new community well.

How does the water system intend to implement the demand management and supply planning components above?   We would pursue engineering design and state approval as needed.

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.