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

Complete

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 2024?   0 Feet
How many feet of new water mains were added during 2024?   9,610 Feet
How many meters were replaced in 2024?   0
How old are the oldest meters in this system?   24 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, 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?   No

The system is currently 100% supplied by Johnston County with multiple interconnections.

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 2024?   10,704
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 4,580 0.5860 0 0.0000
Commercial 300 0.1090 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 0.5460 May 0.8260 Sep 0.7630
Feb 0.6090 Jun 0.7950 Oct 0.6520
Mar 0.5070 Jul 0.8170 Nov 0.7800
Apr 0.5850 Aug 0.7990 Dec 0.6500

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 0.7878 366 0.9680 2072 Yes Yes 12 Regular

Regarding the difference between the purchase amount (0.7878 MGD) and the average monthly flow (0.6941 MGD) -- there was an issue with one of the bulk water meters that was identified in 2024. The amount of flow had to be estimated for a few months at the end of the year, which contributed to the discrepancy between the purchased source water amount and the monthly amount consumed by our customers. The issue has been resolved in early 2025.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 0.2550 May 0.2880 Sep 0.3170
Feb 0.2580 Jun 0.2780 Oct 0.3230
Mar 0.2490 Jul 0.2960 Nov 0.2930
Apr 0.2330 Aug 0.2320 Dec 0.2220

How many sewer connections does this system have?   4,812
How many water service connections with septic systems does this system have?   68
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

Undergoing a major upgrade to increase capacity.

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 0.2700 0.4310 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 0.2680 366 0.5000

The 0.2680 MGD discharged to Johnston County is NOT included in the monthly averages because the flows are tracked separately for consumptive purposes.

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 10,704 12,500 12,500 12,500 12,500 12,500
Seasonal Population 0 0 0 0 0 0
 
Residential 0.5860 0.6875 0.6875 0.6875 0.6875 0.6875
Commercial 0.1090 0.1200 0.1200 0.1200 0.1200 0.1200
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 0.0015 0.0020 0.0020
Unaccounted-for 0.0918 0.0500 0.0500 0.0500 0.0500 0.0500
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Johnston County 03-51-070 Purchase 0.1200 2025 Regular

We have a filed agreement with Johnston County that they will provide adequate water supply for the entire buildout of the subdivision of Flowers. This is reflected by a Future Supply of 0.1200 MGD needed to keep the demand-to-supply ratio below 80% by 2050.

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 0.9680 0.9680 0.9680 0.9680 0.9680 0.9680
Future Supplies 0.1200 0.1200 0.1200 0.1200 0.1200
Total Available Supply (MGD) 0.9680 1.0880 1.0880 1.0880 1.0880 1.0880
Service Area Demand 0.7878 0.8590 0.8590 0.8590 0.8595 0.8595
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) 0.7878 0.8590 0.8590 0.8590 0.8595 0.8595
Demand as Percent of Supply 81% 79% 79% 79% 79% 79%

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 55 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.    We continue to audit all of our purchase water systems, including Flowers Plantation, to identify any water loss.

Are there other demand management practices you will implement to reduce your future supply needs?   Utilize conservation notices when necessary

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   Increase purchased water from Johnston County

How does the water system intend to implement the demand management and supply planning components above?   Internal engineering team is leading water audits. If additional infrastructure work is required, it will be contracted out to a 3rd party.

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.