Farmville

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: Farmville   PWSID: 04-74-020
Mailing Address:P.O. Box 86
Farmville, NC 27828		Ownership:Municipality
 
Contact Person:Brian ShackelfordTitle:Utility Director
Phone:252-753-6708Cell/Mobile:252-341-8221
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-14 5.00 %
Cast Iron 6-12 25.00 %
Ductile Iron 6-24 20.00 %
Polyvinyl Chloride 2-12 50.00 %
What are the estimated total miles of distribution system lines?   128 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?   10 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   235
What is this system's finished water storage capacity?   3.8000 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, Quarterly
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?   Yes

Customer call in and employees ride thru system looking for leaks.

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?   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
Neuse River (10-1)100 %
County(s)% of Service Population
Pitt100 %
What was the year-round population served in 2024?   7,900
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 3,215 0.4130 0 0.0000
Commercial 404 0.1080 0 0.0000
Industrial 5 0.0056 0 0.0000
Institutional 35 0.0150 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.1500 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
Fountain 04-74-050 0.0852 366 0.1000 2050 Yes Yes 8 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 0.8916 May 0.8752 1.2692 Sep 0.9267 1.4074
Feb 0.9055 Jun 0.9975 1.6035 Oct 1.0536 1.1611
Mar 0.8830 1.6483 Jul 0.9739 1.5615 Nov 0.9060
Apr 0.7559 1.1478 Aug 0.9548 1.4165 Dec 0.7300

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
CA WELL 0.0000 0 0.1440 CUA25 Emergency
CHINQUAPIN 0.2056 142 0.3636 0.2520 CUA25 Regular
DALE WELL 0.2262 163 0.4278 0.2520 CUA25 Regular
GHOST HOLLOW 0.0000 0 0.0000 0.2520 CUA25 Regular
GUC-Farmville 0.0000 0 0.0000 CUA0 Regular
LANGS CRSRDS 0.0000 0 0.0000 0.2520 CUA25 Regular
LEWIS STORE 0.0000 0 0.2160 CUA25 2020 Emergency
LINCOLN PARK 0.1079 192 0.2970 0.1440 CUA25 Regular
MARLBORO 0.0000 0 0 0.2160 CUA25 2010 Emergency
MIDDLE SWAMP 0.2149 123 0.4191 0.2520 CUA25 Regular
WELL 17 0.2550 193 0.4875 0.1368 CUA25 Regular
WELL 258 0.2657 44 0.4380 0.2592 CUA25 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
CA WELL 304 215 304 10 260 Yes
CHINQUAPIN 345 184 345 8 250 Yes
DALE WELL 300 260 290 10 249 Yes
GHOST HOLLOW 250 184 237 10 220 Yes
GUC-Farmville Yes
LANGS CRSRDS 390 258 380 10 248 Yes
LEWIS STORE 251 205 240 8 212 No
LINCOLN PARK 338 194 338 10 244 Yes
MARLBORO 334 204 324 10 210 No
MIDDLE SWAMP 328 248 323 10 238 Yes
WELL 17 288 224 283 10 200 Yes
WELL 258 270 190 265 8 180 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   Yes

The Division of Water Resources Local Water Supply Plan database does not currently track allowable groundwater withdrawals regulated by Central Coastal Plain Capacity Use Area Permits. These allowable withdrawals are regulated by permit rather than design capacity of the system's wells. Therefore the allowable withdrawal from the system's wells in 2024 was only 0.3932 MGD rather than well capacity of 2.167 MGD .

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 0.0000 0 No Yes 8 Emergency
Greenville Utilities Commission 04-74-010 0.8720 180 1.2000 2056 Yes Yes 12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 1.5822 May 0.8085 Sep 1.8545
Feb 0.9586 Jun 0.5680 Oct 1.3218
Mar 1.3845 Jul 0.9255 Nov 0.7371
Apr 1.0873 Aug 1.5846 Dec 0.9497

How many sewer connections does this system have?   2,534
How many water service connections with septic systems does this system have?   1,035
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
NC0029572 WWTP 3.5000 3.5000 1.1469 3.4000 Little Contentnea Creek Neuse River (10-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Fountain 04-74-050 Receiving 0.0852 366 0.1000
Greene County 04-40-106 Receiving 0.1588 366 0.3000
Walstonburg 04-40-030 Receiving 0.0453 366 0.1000

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 7,900 8,100 8,300 8,600 8,900 9,200
Seasonal Population 0 0 0 0 0 0
 
Residential 0.4130 0.4200 0.4300 0.4472 0.4628 0.4784
Commercial 0.1080 0.1115 0.1140 0.1175 0.1200 0.1215
Industrial 0.0056 0.0070 0.0072 0.0075 0.0079 0.0081
Institutional 0.0150 0.0155 0.0160 0.0162 0.0165 0.0168
System Process 0.1500 0.1500 0.1500 0.1500 0.1500 0.1500
Unaccounted-for 0.1278 0.0700 0.0713 0.0747 0.0780 0.0805
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 0.3932 0.3932 0.3932 0.3932 0.3932 0.3932
Purchases 1.2000 1.2000 1.2000 1.2000 1.2000 1.2000
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 1.5932 1.5932 1.5932 1.5932 1.5932 1.5932
Service Area Demand 0.8194 0.7740 0.7885 0.8131 0.8352 0.8553
Sales 0.0852 0.1000 0.1000 0.1000 0.1000 0.1000
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.9046 0.8740 0.8885 0.9131 0.9352 0.9553
Demand as Percent of Supply 57% 55% 56% 57% 59% 60%

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 52 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.