Brookwood Community

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: Brookwood Community   PWSID: 03-26-127
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
Asbestos Cement 6 0.80 %
Ductile Iron 12 0.20 %
Polyvinyl Chloride 2-8 99.00 %
What are the estimated total miles of distribution system lines?   85 Miles
How many feet of distribution lines were replaced during 2025?   0 Feet
How many feet of new water mains were added during 2025?   0 Feet
How many meters were replaced in 2025?   2,621
How old are the oldest meters in this system?   16 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?   1.2000 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

System wide project to convert meters to AMI.

Programs
Does this system have a program to work or flush hydrants?   Yes, Annually
Does this system have a valve exercise program?   No, 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
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

At this time the significant production from our current sources is adequate for the population we serve.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Cape Fear River (02-3)100 %
County(s)% of Service Population
Cumberland100 %
What was the year-round population served in 2025?   15,220
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 6,127 0.8240 0 0.0000
Commercial 159 0.0650 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.)?   0.0100 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
Brookwood South 50-26-018 0.0000 0 Yes Emergency

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 1.0700 1.3000 May 1.2300 1.4800 Sep 1.3200 1.4200
Feb 1.0300 1.1900 Jun 1.1500 1.2100 Oct 1.1300 1.3100
Mar 1.0200 1.2000 Jul 1.2600 1.4100 Nov 1.1000 1.2300
Apr 1.1100 1.2400 Aug 1.1700 1.2600 Dec 1.1000 1.2500

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
Arran Hills - Well 22 0.0750 308 0.0720 Regular
BIRCHCREEK-Well-85 0.0170 327 0.0500 Regular
Emerald Gardens Well 8 0.0520 201 0.0720 Regular
EMERALD GARDENS-Well-68 0.0330 318 0.0200 Regular
GRAHAM RD. TWNHMS-Well-86 0.0090 132 0.0350 Regular
HOLLYWOOD HEIGHTS-Well-58 0.0480 365 0.4000 Regular
HOLLYWOOD HEIGHTS-Well-60 0.0650 365 0.3600 Regular
Marlboro- Well 12 0.0004 31 0.0430 Regular
QUAIL HOLLOW 1-Well-81 0.0520 365 0.0610 Regular
QUAIL HOLLOW 2-Well-80 0.0800 285 0.0600 Regular
RAYCONDA-Well-88 0.0080 251 0.0090 Regular
Robin Hill - Well 26 0.0450 347 0.0300 Regular
ROBINWOOD-Well-67 0.0500 201 0.0360 Regular
Shadowlawn - Well 34 0.0620 358 0.1000 Regular
Shenandoah - Well 23 0.0590 321 0.0830 Regular
Southgate Village - Well 40 0.1140 333 0.1120 Regular
Southgate Village - Well 51 0.0580 345 0.0320 Regular
SOUTHGATE VILLAGE-Well-87 0.0000 14 0.0150 Regular
SOUTHGATE-Well-61 0.0980 365 0.0860 Regular
Wells Place - Well 37 0.0870 365 0.0860 Regular
WINDSOR SOUTH-Well-69 0.0120 356 0.0300 Regular
WINDSOR SOUTH-Well-70 0.1040 356 0.6400 Regular
Winterpark - Well 39 0.0270 365 0.0200 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
Arran Hills - Well 22 75 75 43 64 8 63 Yes
BIRCHCREEK-Well-85 400 277 0 0 6 357 Yes
Emerald Gardens Well 8 62 52 52 62 8 42 Yes
EMERALD GARDENS-Well-68 65 60 53 72 8 56 Yes
GRAHAM RD. TWNHMS-Well-86 760 266 8 504 Yes
HOLLYWOOD HEIGHTS-Well-58 67 65 40 60 8 55 Yes
HOLLYWOOD HEIGHTS-Well-60 65 54 38 48 8 0 Yes
Marlboro- Well 12 60 60 39 57 8 55 Yes
QUAIL HOLLOW 1-Well-81 85 83 41 51 6 64 Yes
QUAIL HOLLOW 2-Well-80 78 72 46 72 6 58 Yes
RAYCONDA-Well-88 760 266 8 504 Yes
Robin Hill - Well 26 72 72 41 61 8 47 Yes
ROBINWOOD-Well-67 82 80 45 70 8 65 Yes
Shadowlawn - Well 34 80 77 49 69 8 63 Yes
Shenandoah - Well 23 80 80 48 68 8 63 Yes
Southgate Village - Well 40 91 91 50 71 8 63 Yes
Southgate Village - Well 51 103 102 50 98 8 84 Yes
SOUTHGATE VILLAGE-Well-87 700 272 8 504 Yes
SOUTHGATE-Well-61 102 94 51 102 8 77 Yes
Wells Place - Well 37 73 73 44 48 8 54 Yes
WINDSOR SOUTH-Well-69 67 67 42 62 8 56 Yes
WINDSOR SOUTH-Well-70 72 72 48 68 8 63 Yes
Winterpark - Well 39 80 69 43 63 8 58 Yes
Are ground water levels monitored?   No, As Needed
Does this system have a wellhead protection program?   No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0000 May 0.0000 Sep 0.0000
Feb 0.0000 Jun 0.0000 Oct 0.0000
Mar 0.0000 Jul 0.0000 Nov 0.0000
Apr 0.0000 Aug 0.0000 Dec 0.0000

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   6,286
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

Aqua provides drinking water service to customers but no sewer service. Our water customers may receive sewer service from a septic system or local municipality.

5. Planning

Projections
  2025 2030 2040 2050 2060 2070
Year-Round Population 15,220 15,500 16,000 16,000 16,000 16,000
Seasonal Population 0 0 0 0 0 0
 
Residential 0.8240 0.8390 0.8660 0.8660 0.8660 0.8660
Commercial 0.0650 0.0700 0.0750 0.0750 0.0750 0.0750
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 0.0100 0.0000 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.1401 0.1417 0.1466 0.1466 0.1466 0.1466
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 2.4520 2.4520 2.4520 2.4520 2.4520 2.4520
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) 2.4520 2.4520 2.4520 2.4520 2.4520 2.4520
Service Area Demand 1.0391 1.0507 1.0876 1.0876 1.0876 1.0876
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) 1.0391 1.0507 1.0876 1.0876 1.0876 1.0876
Demand as Percent of Supply 42% 43% 44% 44% 44% 44%

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 54 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.