The Cape Master

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: The Cape Master   PWSID: 04-65-199
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 2-12 100.00 %
What are the estimated total miles of distribution system lines?   50 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?   94
How old are the oldest meters in this system?   27 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?   0.8400 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, Annually
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

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Cape Fear River (02-3)100 %
County(s)% of Service Population
New Hanover100 %
What was the year-round population served in 2024?   11,682
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 4,671 0.8490 0 0.0000
Commercial 755 0.2850 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.)?   0.0050 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 0.7300 1.3100 May 1.8400 3.1300 Sep 1.4800 2.1700
Feb 0.7200 0.8200 Jun 1.9100 2.3600 Oct 1.5400 2.3300
Mar 1.0500 1.8600 Jul 1.6900 2.3800 Nov 1.0300 1.4100
Apr 1.3800 2.7800 Aug 1.4700 2.1200 Dec 0.7000 0.9500

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
WELL #12_MOTTS 12 0.0300 342 0.0490 Regular
WELL #15_MOTTS LANDING 0.0160 284 0.1990 Regular
WELL #16_WINDSWEPT WELL 2 0.0600 359 0.2200 Regular
WELL #1_SCHOONER 0.0400 211 0.2520 Regular
WELL #2_ELEVATED TANK 0.1100 349 0.1800 Regular
WELL #3_TILDALHOLM 0.1790 359 0.3600 Regular
WELL #4_ARRONDALE 0.1600 357 0.6520 Regular
WELL #5_RIVAGE PROMONADE 0.2360 359 0.2520 Regular
WELL #6_SANDERS RD 0.2200 359 0.4320 Regular
WELL #7_DRIVING RANGE 0.2100 359 0.4320 Regular
WELL #8_RIVER RD 0.0640 340 0.1800 Regular
WELL #9_SEABREEZE WELL 0.0010 28 0.2520 Regular
WS1 - Windswept Well 0.0000 0 0.2800 2023 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
WELL #12_MOTTS 12 180 140 Yes
WELL #15_MOTTS LANDING 118 60 Yes
WELL #16_WINDSWEPT WELL 2 129 90 Yes
WELL #1_SCHOONER 200 90 12 84 Yes
WELL #2_ELEVATED TANK 125 80 12 75 Yes
WELL #3_TILDALHOLM 170 80 12 75 Yes
WELL #4_ARRONDALE 173 90 12 85 Yes
WELL #5_RIVAGE PROMONADE 150 8 89 Yes
WELL #6_SANDERS RD 160 100 100 160 8 105 Yes
WELL #7_DRIVING RANGE 165 135 12 126 Yes
WELL #8_RIVER RD 120 60 60 120 8 110 Yes
WELL #9_SEABREEZE WELL 230 180 180 220 10 190 Yes
WS1 - Windswept Well 230 180 180 220 10 190 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 0.3818 May 0.3664 Sep 0.5128
Feb 0.3745 Jun 0.3675 Oct 0.3992
Mar 0.3734 Jul 0.4116 Nov 0.4199
Apr 0.3663 Aug 0.5152 Dec 0.3821

How many sewer connections does this system have?   3,356
How many water service connections with septic systems does this system have?   0
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
NC0057703 WWTP 0.7500 0.4000 0.2776 Cape Fear River Cape Fear River (02-3)
NC0065480 WWTP 0.5000 0.2000 0.1283 Cape Fear River Cape Fear River (02-3)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 11,682 12,500 13,250 14,000 14,000 14,000
Seasonal Population 0 0 0 0 0 0
 
Residential 0.8490 1.0000 1.0600 1.1200 1.1200 1.1200
Commercial 0.2850 0.3000 0.3250 0.3250 0.3250 0.3250
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 0.0050 0.0050 0.0051 0.0051 0.0052 0.0052
Unaccounted-for 0.1327 0.1290 0.1376 0.1435 0.1435 0.1435
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 3.7400 3.4600 3.4600 3.4600 3.4600 3.4600
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) 3.7400 3.4600 3.4600 3.4600 3.4600 3.4600
Service Area Demand 1.2717 1.4340 1.5277 1.5936 1.5937 1.5937
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) 1.2717 1.4340 1.5277 1.5936 1.5937 1.5937
Demand as Percent of Supply 34% 41% 44% 46% 46% 46%

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 73 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.