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 Milliron | Title: | Environmental Compliance Director |
Phone: | 919-653-6999 | Cell/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 % |
Programs
Water Conservation
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 |
Johnston | 100 % |
|
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 |

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.
|