Grimesland

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: Grimesland   PWSID: 04-74-055
Mailing Address:P.O. Box 147
Grimesland, NC 28737		Ownership:Municipality
 
Contact Person:Tina DixonTitle:PWD
Phone:252-752-6337Cell/Mobile:--
 
Secondary Contact:Mike Houston Phone:919-812-6088
Mailing Address:
, 		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 2-8 29.00 %
Ductile Iron 3 2.00 %
Galvanized Iron 2 15.00 %
Polyvinyl Chloride 2-8 54.00 %
What are the estimated total miles of distribution system lines?   3 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?   0
How old are the oldest meters in this system?   13 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?   0.0750 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

In July of 2024, the Town experienced a large main break that required water to be shutoff off for a period of time. We also believe this leak was the main contributing factor to our unaccounted-for-water % increase compared to previous years.

Programs
Does this system have a program to work or flush hydrants?   Yes, Semi-Annually
Does this system have a valve exercise program?   No
Does this system have a cross-connection program?   Yes
Does this system have a program to replace meters?   No
Does this system have a plumbing retrofit program?   Yes
Does this system have an active water conservation public education program?   Yes
Does this system have a leak detection program?   Yes

We closely monitor meter readings at well and look for leaks while out in the distribution system. We also utilize NCRWA for leak detection on an as needed basis.

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
Pitt100 %
What was the year-round population served in 2024?   332
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 287 0.0267 0 0.0000
Commercial 13 0.0012 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.)?   0.0005 MGD

In July of 2024, the Town experienced a large main break that required water to be shutoff off for a period of time. We also believe this leak was the main contributing factor to our unaccounted-for-water % increase compared to previous years.

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
Eastern Pines Water Corp. 04-74-015 0.0000 0 Yes Yes 6 Emergency

EPWC and Grimesland share a metered water line with a one-way valve allowing flow to move from EPWC to Grimesland only. The line was originally put in place so that EPWC could, on occasion and as needed, provide some water to Grimesland's storage tank. While the EPWC does not currently purchase water from Grimesland, the line does provide the conduit for such potential future emergency supply.

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 0.0265 May 0.0330 Sep 0.0296
Feb 0.0311 Jun 0.0330 Oct 0.0242
Mar 0.0288 Jul 0.0215 Nov 0.0274
Apr 0.0299 Aug 0.0260 Dec 0.0239

Main break water loss is not reflected in monthly numbers.

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
Well 1 (Beaufort St.) 0.0210 366 0.2370 CUA0 Regular
Well 2 (Porter St.) 0.0172 244 0.1800 CUA0 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
Well 1 (Beaufort St.) 195 195 146 190 8 0 Yes
Well 2 (Porter St.) 300 300 135 190 6 0 Yes
Are ground water levels monitored?   No,
Does this system have a wellhead protection program?   Yes
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
Eastern Pines Water Corporation 04-74-015 0.0000 0 No Yes 6 Emergency

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0257 May 0.0184 Sep 0.0269
Feb 0.0223 Jun 0.0172 Oct 0.0246
Mar 0.0291 Jul 0.0300 Nov 0.0197
Apr 0.0216 Aug 0.0324 Dec 0.0195

How many sewer connections does this system have?   200
How many water service connections with septic systems does this system have?   60
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
Greenville Utilites Commission 04-74-010 Discharging 0.0310 366 0.0700

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 332 335 340 345 349 354
Seasonal Population 0 0 0 0 0 0
 
Residential 0.0267 0.0269 0.0273 0.0276 0.0279 0.0282
Commercial 0.0012 0.0012 0.0012 0.0012 0.0013 0.0013
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 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005
Unaccounted-for 0.0041 0.0030 0.0030 0.0030 0.0030 0.0030

In July of 2024, the Town experienced a large main break that required water to be shutoff off for a period of time. We also believe this leak was the main contributing factor to our unaccounted-for-water % increase compared to previous years.

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 0.4170 0.4170 0.4170 0.4170 0.4170 0.4170
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) 0.4170 0.4170 0.4170 0.4170 0.4170 0.4170
Service Area Demand 0.0325 0.0316 0.0320 0.0323 0.0327 0.0330
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) 0.0325 0.0316 0.0320 0.0323 0.0327 0.0330
Demand as Percent of Supply 8% 8% 8% 8% 8% 8%

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 80 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:   Replacement of all valves within the well house sites.

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.