Flowers Plantation

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

Provisional

Water System Name: Flowers Plantation   PWSID: 03-51-195
Mailing Address:202 MacKenan Court
Cary, NC 27511		Ownership:Business
 
Contact Person:Brent MillironTitle:Environmental Compliance Director
Phone:919-653-6999Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 4 11.00 %
Polyvinyl Chloride 6 45.00 %
Polyvinyl Chloride 8 24.00 %
Polyvinyl Chloride 12 18.80 %
Polyvinyl Chloride 10 0.70 %
Polyvinyl Chloride 2 0.50 %
What are the estimated total miles of distribution system lines?   48 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   5,498 Feet
How many meters were replaced in 2025?   0
How old are the oldest meters in this system?   26 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?   No, As Needed
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?   No
Water Conservation
What type of rate structure is used?   Uniform
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
Johnston100 %
What was the year-round population served in 2025?   11,643
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 4,797 0.6044 0 0.0000
Commercial 452 0.0989 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.)?   0.0010 MGD

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 0.8110 May 0.7840 Sep 0.2720
Feb 0.8240 Jun 0.4750 Oct 0.3150
Mar 0.6100 Jul 0.2670 Nov 0.3310
Apr 0.7410 Aug 0.3290 Dec 0.2930

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
Johnston County 03-51-070 0.7540 365 0.9680 2072 Yes Yes 12 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.2000 May 0.2600 Sep 0.2530
Feb 0.2370 Jun 0.2720 Oct 0.0750
Mar 0.2660 Jul 0.2860 Nov 0.0000
Apr 0.2660 Aug 0.3020 Dec 0.0230

How many sewer connections does this system have?   4,867
How many water service connections with septic systems does this system have?   453
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

The Neuse Colony WWTP (NC0064564) just completed expansion at the end of 2025, increasing the capacity to 0.75MGD. During the fourth quarter of 2025, flow was diverted to Johnston County to allow the project to complete.

Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
NC0064564 WWTP 0.7500 0.3500 0.2030 Neuse River Neuse River (10-1)
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Johnston County 03-51-070 Discharging 0.4280 365 0.5000

The 0.4280 MGD discharged to Johnston County is NOT included in the monthly averages because the flows are tracked separately for consumptive purposes.

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 11,643 12,500 14,000 14,000 14,000 14,000
Seasonal Population 0 0 0 0 0 0
 
Residential 0.6044 0.6480 0.7260 0.7260 0.7260 0.7260
Commercial 0.0989 0.0995 0.1000 0.1000 0.1000 0.1000
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 0.0010 0.0015 0.0015 0.0020 0.0020 0.0020
Unaccounted-for 0.0497 0.0117 0.0129 0.0129 0.0129 0.0129
Demand v/s Percent of Supply
  2025 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 0.9680 0.9680 0.9680 0.9680 0.9680 0.9680
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.9680 0.9680 0.9680 0.9680 0.9680 0.9680
Service Area Demand 0.7540 0.7607 0.8404 0.8409 0.8409 0.8409
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) 0.7540 0.7607 0.8404 0.8409 0.8409 0.8409
Demand as Percent of Supply 78% 79% 87% 87% 87% 87%

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.    

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.