Martin County Water and Sewer District 1

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: Martin County Water and Sewer District 1   PWSID: 60-59-003
Mailing Address:P.O. Box 706
Williamston, NC 27892		Ownership:District
 
Contact Person:Noah DeckardTitle:Martin County Water System Manager
Phone:912-614-3366Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 2-8 5.00 %
Polyvinyl Chloride 2-8 95.00 %
What are the estimated total miles of distribution system lines?   120 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   160,000 Feet
How many meters were replaced in 2002?   0
How old are the oldest meters in this system?   2 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.   Yes
Programs
Does this system have a program to work or flush hydrants?   Yes, Once a Month
Does this system have a valve exercise program?   No, None
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?   Yes
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   Increasing
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
Roanoke River (14-1)0 %
Tar River (15-1)0 %
County(s)% of Service Population
Madison0 %
What was the year-round population served in 2002?   1,473
Has this system acquired another system since last report?   
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 980 0.0700 0 0.0000
Commercial 10 0.0030 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.)?   0.0000 MGD

After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn and purchased.

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 0.0610 0.1400 May 0.0690 0.1210 Sep 0.0770 0.1260
Feb 0.0710 0.2100 Jun 0.0810 0.1590 Oct 0.0850 0.1430
Mar 0.0590 0.0880 Jul 0.0940 0.2710 Nov 0.0940 0.1230
Apr 0.0660 0.1490 Aug 0.0860 0.1270 Dec 0.0930 0.2780

After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn and purchased.

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
Hassell Well (1) 0.0720 365 0.278 0.3600 CUA10 Regular
Oak CIty Well (2) 0.0520 32 0.107 0.0900 CUA10 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
Hassell Well (1) 306 306 256 296 12 234 Yes
Oak CIty Well (2) 377 330 189 330 6 0 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   No

Well head protection program is under way. After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn and purchased. Martin Co WSD 1 is currently working to permit two additional wells (PENCO) to increase supply.

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
Hamilton 04-59-025 0.0070 245 0.0000 6 Regular
Williamston 04-59-010 0.0000 0 0.0330 2040 8 Emergency

After initial review of plan and further discussion it appears there may be an error between monthly-metered water connections and the amount of water withdrawn and purchased.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0000 May 0.0000 Sep 0.0000
Feb 0.0000 Jun 0.0000 Oct 0.0000
Mar 0.0000 Jul 0.0000 Nov 0.0000
Apr 0.0000 Aug 0.0000 Dec 0.0000

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   990
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 1,473 2,535 2,756 2,850
Seasonal Population 0 0 0 0
 
Residential 0.0700 0.1700 0.1870 0.1950
Commercial 0.0030 0.0060 0.0080 0.0080
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0083 0.0020 0.0020 0.0020

Martin Co WSD 1 is a stakeholder in a proposed Martin County Water Resource Study that will evaluate options for water providers regarding deficiencies resulting from compliance with Central Coastal Plains Capacity Use Area rule. Martin Co is actively working to develop a feasible supply plan that will address the increasing future demand within the County.

Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Hamilton 04-59-025 Purchase 0.4500 2001 Emergency
Williamston 04-59-010 Purchase 0.0330 2001 Emergency

Martin Co WSD 1 is a stakeholder in a proposed Martin County Water Resource Study that will evaluate options for water providers regarding deficiencies resulting from compliance with Central Coastal Plains Capacity Use Area rule. Martin Co is actively working to develop a feasible supply plan that will address the increasing future demand within the County. Martin Co WSD 1 is currently working to permit two additional wells (PENCO) to increase supply.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.4500 0.4050 0.4050 0.4050
Purchases 0.0070 0.0070 0.0070 0.0070
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.4570 0.4120 0.1638 0.1638
Service Area Demand 0.0813 0.1780 0.1970 0.2050
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.0813 0.1780 0.1970 0.2050
Demand as Percent of Supply 18% 43% 120% 125%

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.    

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?   

Martin Co WSD 1 is a stakeholder in a proposed Martin County Water Resource Study that will evaluate options for water providers regarding deficiencies resulting from compliance with Central Coastal Plains Capacity Use Area rule. Martin Co is actively working to develop a feasible supply plan that will address the increasing future demand within the County. Martin Co WSD 1 is currently working to permit two additional wells (PENCO) to increase supply.

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.