Parmele

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: Parmele   PWSID: 04-59-113
Mailing Address:PO Box 98
Parmele, NC 27861		Ownership:Municipality
 
Contact Person:Jerry McCraryTitle:Mayor
Phone:252-795-4600Cell/Mobile:--
 
Secondary Contact:Mike Houston Phone:919-812-6088
Mailing Address:
, NC 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 4-8 100.00 %
What are the estimated total miles of distribution system lines?   24 Miles
How many feet of distribution lines were replaced during 2024?   30 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   0
How old are the oldest meters in this system?   39 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?   0.0000 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, As Needed
Does this system have a valve exercise program?   Yes, As Needed
Does this system have a cross-connection program?   No
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

We utilize NCRWA for leak detection on an as needed basis.

Water Conservation
What type of rate structure is used?   Increasing Block
How much reclaimed water does this system use?   0.0000 MGD   For how many connections?   146
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
Martin100 %
What was the year-round population served in 2024?   262
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 146 0.0112 0 0.0000
Commercial 0 0.0000 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.)?   0.0001 MGD

This system is a purchase system from the Town of Robersonville and invoices customers.

The Town is aware of the high unaccounted-for-water %. We have recently entered into a contract service agreement that is working towards repairing systemwide leaks and addressing old and failing meters throughout the water system. We anticipate this work overtime will greatly improve the overall water system and greatly reduce our system water loss.

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 0.0215 May 0.0178 Sep 0.0324
Feb 0.0403 Jun 0.0213 Oct 0.0080
Mar 0.0171 Jul 0.0594 Nov 0.0090
Apr 0.0217 Aug 0.0324 Dec 0.0110

This is a purchase system from the Town of Robersonville. The MGD is based on the invoices and information provided by the Town of Robersonville.

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
Robersonville 04-59-015 0.0242 366 0.0350 2012 Yes Yes 8 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0203 May 0.0135 Sep 0.0125
Feb 0.0242 Jun 0.0114 Oct 0.0213
Mar 0.0181 Jul 0.0233 Nov 0.0131
Apr 0.0293 Aug 0.0286 Dec 0.0181

How many sewer connections does this system have?   117
How many water service connections with septic systems does this system have?   44
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Robersonville 04-59-015 Discharging 0.0195 366 0.0180

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 262 262 262 262 262 262
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0112 0.0112 0.0122 0.0122 0.0122 0.0122
Commercial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001
Unaccounted-for 0.0129 0.0050 0.0050 0.0050 0.0050 0.0050

The Town of Parmele doesn't anticipate any measurable decline or positive population growth moving ahead.

The Town is aware of the high unaccounted-for-water %. We have recently entered into a contract service agreement that is working towards repairing systemwide leaks and addressing old and failing meters throughout the water system. We anticipate this work overtime will greatly improve the overall water system and greatly reduce our system water loss.

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 0.0350 0.0350 0.0350 0.0350 0.0350 0.0350
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.0350 0.0350 0.0350 0.0350 0.0350 0.0350
Service Area Demand 0.0242 0.0163 0.0173 0.0173 0.0173 0.0173
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) 0.0242 0.0163 0.0173 0.0173 0.0173 0.0173
Demand as Percent of Supply 69% 47% 49% 49% 49% 49%

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 43 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?   No changes

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   No changes

How does the water system intend to implement the demand management and supply planning components above?   No changes

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?  N/A

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 is aware of the high unaccounted-for-water %. We have recently entered into a contract service agreement that is working towards repairing systemwide leaks and addressing old and failing meters throughout the water system. We anticipate this work overtime will greatly improve the overall water system and greatly reduce our system water loss.

We would be open to any available grant funding that may help the town address other areas such as lift station & collection system repair - rehabilitation and potentially the addition of a new AMR / AMI meter reading system.

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.