Ramseur

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

Provisional

Water System Name: Ramseur   PWSID: 02-76-020
Mailing Address:P.O. Box 545
Ramseur, NC 27316		Ownership:Municipality
 
Contact Person:Jason HeltonTitle:utilities Director
Phone:743-209-1835Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 14.00 %
Cast Iron 6-12 38.00 %
Ductile Iron 6-18 35.00 %
Galvanized Iron 1-2 8.00 %
Polyvinyl Chloride 2-8 5.00 %
What are the estimated total miles of distribution system lines?   45 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?   40
How old are the oldest meters in this system?   27 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?   1.0000 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, Annually
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?   No
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
Deep River (02-2)100 %
County(s)% of Service Population
Randolph100 %
What was the year-round population served in 2024?   2,893
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 1,055 0.1384 0 0.0000
Commercial 178 0.0497 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.)?   0.0300 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
Town of Franklinville 02-76-035 0.1096 365 0.2500 2037 Yes Yes 8-12 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 0.6020 0.7030 May 0.6300 1.1070 Sep 0.5960 0.6850
Feb 0.6160 0.6720 Jun 0.6360 0.7540 Oct 0.6110 0.7630
Mar 0.5810 0.6350 Jul 0.6210 0.8240 Nov 0.6140 1.0010
Apr 0.6120 0.7500 Aug 0.6280 0.9220 Dec 0.6010 0.6920

Surface Water Sources
Stream Reservoir Average Daily Withdrawal Maximum Day
Withdrawal (MGD)		 Available Raw
Water Supply		 Usable On-Stream
Raw Water Supply
Storage (MG)
MGD Days Used MGD * Qualifier
Sandy Creek Sandy Creek 0.6120 365 1.1070 6.6000 SY50 392.0000

* Qualifier: C=Contract Amount, SY20=20-year Safe Yield, SY50=50-year Safe Yield, F=20% of 7Q10 or other instream flow requirement, CUA=Capacity Use Area Permit

Surface Water Sources (continued)
Stream Reservoir Drainage Area
(sq mi)		 Metered? Sub-Basin County Year
Offline		 Use
Type
Sandy Creek Sandy Creek 55 Yes Deep River (02-2) Randolph Regular
What is this system's off-stream raw water supply storage capacity?   392 Million gallons
Are surface water sources monitored?   Yes, Daily
Are you required to maintain minimum flows downstream of its intake or dam?   Yes
Does this system anticipate transferring surface water between river basins?   No
Water Treatment Plants
Plant Name Permitted Capacity
(MGD)		 Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Ramseur WTP 1.5000 Yes Yes Sandy Creek Reservoir
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.2260 May 0.1980 Sep 0.2240
Feb 0.2170 Jun 0.1360 Oct 0.1670
Mar 0.2220 Jul 0.1650 Nov 0.1790
Apr 0.1320 Aug 0.2080 Dec 0.2100

How many sewer connections does this system have?   900
How many water service connections with septic systems does this system have?   263
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
NC0026565 WWTP 0.4800 0.4800 0.1917 1.8000 Deep River Deep River (02-2)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 2,893 3,000 3,100 3,200 3,300 3,400
Seasonal Population 0 0 0 0 0 0
 
Residential 0.1384 0.1522 0.1590 0.1680 0.1760 0.1850
Commercial 0.0497 0.5470 0.5740 0.6020 0.6330 0.6650
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 0.0300 0.3000 0.3000 0.3000 0.3000 0.3000
Unaccounted-for 0.2829 0.1980 0.0000 0.0000 0.0000 0.0000

We are working on replacing meters to recapture the unaccounted-for water. which is why the number for unaccounted drops for 2030

Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 6.6000 6.6000 6.6000 6.6000 6.6000 6.6000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 6.6000 6.6000 6.6000 6.6000 6.6000 6.6000
Service Area Demand 0.5010 1.1972 1.0330 1.0700 1.1090 1.1500
Sales 0.1093 0.2500 0.2500 0.2500 0.2500 0.2500
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.6103 1.4472 1.2830 1.3200 1.3590 1.4000
Demand as Percent of Supply 9% 22% 19% 20% 21% 21%

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 48 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.    no changes

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.