Sharpsburg

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: Sharpsburg   PWSID: 04-64-040
Mailing Address:PO Box 1759
Sharpsburg, NC 27878		Ownership:Municipality
 
Contact Person:Brian SullivanTitle:Public Works Director
Phone:252-908-3612Cell/Mobile:--
 
Secondary Contact:Dale Boyette Phone:252-230-8115
Mailing Address:6302 Bryan Road
Lucama, NC 27851		Cell/Mobile:252--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 5.00 %
Ductile Iron 6 5.00 %
Polyvinyl Chloride 6-12 90.00 %
What are the estimated total miles of distribution system lines?   22 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   100
How old are the oldest meters in this system?   12 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   4
What is this system's finished water storage capacity?   0.2250 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?   Flat/Fixed, Increasing Block
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
Tar River (15-1)100 %
County(s)% of Service Population
Nash47 %
Wilson34 %
Edgecombe19 %
What was the year-round population served in 2024?   1,945
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 1,200 0.0986 0 0.0000
Commercial 84 0.0133 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.)?   0.0150 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 0.1470 May 0.1850 Sep 0.0827
Feb 0.1840 Jun 0.1820 Oct 0.1350
Mar 0.1710 Jul 0.1520 Nov 0.1940
Apr 0.1740 Aug 0.1360 Dec 0.1510

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
Rocky Mount 04-64-010 0.1580 366 0.3000 2056 Yes Yes 12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.4065 May 0.2239 Sep 0.4368
Feb 0.2940 Jun 0.1930 Oct 0.3180
Mar 0.4365 Jul 0.3142 Nov 0.2076
Apr 0.2714 Aug 0.4027 Dec 0.1949

How many sewer connections does this system have?   1,235
How many water service connections with septic systems does this system have?   5
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
WQCS00370 CS 0.3400 0.4000 0.0000 Transfer Tar River (15-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Rocky Mount 04-64-010 Discharging 0.3101 366 0.3500

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 1,945 1,655 1,352 1,127 940 784
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0986 0.0828 0.0676 0.0564 0.0470 0.0392
Commercial 0.0133 0.0113 0.0096 0.0082 0.0069 0.0059
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 0.0150 0.0200 0.0200 0.0200 0.0200 0.0200
Unaccounted-for 0.0311 0.0265 0.0232 0.0205 0.0181 0.0162
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 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000
Service Area Demand 0.1580 0.1406 0.1204 0.1051 0.0920 0.0813
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) 0.1580 0.1406 0.1204 0.1051 0.0920 0.0813
Demand as Percent of Supply 53% 47% 40% 35% 31% 27%

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 51 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.