Maury Sanitary Land District

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: Maury Sanitary Land District   PWSID: 04-40-015
Mailing Address:PO Box 98
Maury, NC 28554		Ownership:District
 
Contact Person:Jim KuipersTitle:Director
Phone:252-747-2450Cell/Mobile:--
 
Secondary Contact:Mike Houston Phone:919-812-6088
Mailing Address:
, NC 28525		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6 5.00 %
Polyvinyl Chloride 2-6 95.00 %
What are the estimated total miles of distribution system lines?   6 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?   12
How old are the oldest meters in this system?   25 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, Annually
Does this system have a valve exercise program?   No
Does this system have a cross-connection program?   No
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

As employees ride throughout the system they look for leaks. We also utilize NCRWA as needed.

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?   Yes

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Contentnea Creek (10-2)100 %
County(s)% of Service Population
Greene100 %
What was the year-round population served in 2024?   468
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 234 0.0325 0 0.0000
Commercial 0 0.0000 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 1 0.0014 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0001 MGD

Maury recognizes all meter accounts as residential with the exception of the prison, which is deemed an institutional account.

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 0.0346 May 0.0366 Sep 0.0339
Feb 0.0335 Jun 0.0381 Oct 0.0341
Mar 0.0332 Jul 0.0378 Nov 0.0321
Apr 0.0347 Aug 0.0334 Dec 0.0344

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
Greene County RWS 04-40-106 0.0347 366 0.2000 2050 Yes Yes 6 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.1468 May 0.1284 Sep 0.1543
Feb 0.1148 Jun 0.1083 Oct 0.1600
Mar 0.1477 Jul 0.1526 Nov 0.1520
Apr 0.1360 Aug 0.1555 Dec 0.1406

How many sewer connections does this system have?   243
How many water service connections with septic systems does this system have?   4
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
NC0061492 WWTP 0.2250 0.2250 0.1414 Contentnea Creek Contentnea Creek (10-2)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 468 468 468 468 468 468
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0325 0.0325 0.0325 0.0325 0.0325 0.0325
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 0.0014 0.0014 0.0014 0.0014 0.0014 0.0014
System Process 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001
Unaccounted-for 0.0007 0.0007 0.0007 0.0007 0.0007 0.0007
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 0.2000 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 0.0347 0.0347 0.0347 0.0347 0.0347 0.0347
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) 0.0347 0.0347 0.0347 0.0347 0.0347 0.0347
Demand as Percent of Supply 17% 17% 17% 17% 17% 17%

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 69 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?  Yes, CCPCUA

What major water supply reports or studies were used for planning?  CCPCUA

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:   Additional funding for repairs and rehab to both water and wastewater infrastructure.

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.