Cliffdale West

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: Cliffdale West   PWSID: 03-26-332
Mailing Address:202 MacKenan Court
Cary, NC 27511		Ownership:Other
 
Contact Person:Brent MillironTitle:Environmental Compliance Director
Phone:919-653-6999Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 4 8.00 %
Ductile Iron 6-12 5.00 %
Polyvinyl Chloride 2-12 87.00 %
What are the estimated total miles of distribution system lines?   75 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?   134
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?   0.9500 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
Cumberland100 %
What was the year-round population served in 2024?   15,360
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 6,007 0.9010 0 0.0000
Commercial 59 0.0140 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 0.8940 0.9320 May 1.0190 1.1310 Sep 1.0300 1.2440
Feb 0.8550 0.8900 Jun 1.2200 1.3480 Oct 0.9710 1.1920
Mar 0.8740 0.9170 Jul 1.1560 1.3880 Nov 0.8970 0.9680
Apr 0.9570 1.0610 Aug 1.0580 1.2140 Dec 0.8480 1.1060

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
36 0.0000 0 0 0.0290 Regular
Beaver Run Well 16 0.0390 358 0.054 0.0720 Regular
Beaver Run Well 34 0.0220 352 0.034 0.0500 Regular
Cliffdale Estates Well 38 0.0260 359 0.047 0.0470 Regular
Cliffdale Well 3 0.0390 366 0.053 0.0450 Regular
Cliffdale Well 4 0.0110 366 0.015 0.0180 Regular
Cliffdale Well 5 0.0290 359 0.040 0.0300 Regular
Cliffdale Well 6 0.0810 345 0.106 0.0940 Regular
Cliffdale Well 7 0.0330 366 0.046 0.0430 Regular
Cliffdale West Well 25 0.0340 359 0.046 0.0540 Regular
Colony Village Well 23 0.0160 366 0.023 0.4320 Regular
Colony Village Well 33 0.0200 357 0.028 0.0500 Regular
Famington Well 12 0.0260 366 0.037 0.0430 Regular
Farmington Well 19 0.0120 366 0.017 0.0180 Regular
Harris Place Well 35 0.0810 359 0.184 0.0940 Regular
Harris Place Well 39 0.0270 359 0.040 0.0760 Regular
Harris Place Well 40 0.0390 358 0.054 0.0600 Regular
Lake William Tunbridge 72 0.0320 366 0.048 0.0580 Regular
Lake William Tunbridge 73 0.0140 352 0.030 0.0580 Regular
Middle Creek Well 13 0.0310 366 0.042 0.0540 Regular
Middle Creek Well 15 0.0620 366 0.129 0.0740 Regular
Middle Creek Well 17 0.0210 358 0.030 0.0470 Regular
Middle Creek Well 18 0.0840 358 0.117 0.0790 Regular
Montibello Well 1 0.0300 366 0.039 0.0650 Regular
Montibello Well 2 0.0410 358 0.056 0.0680 Regular
Newton Place Well 20 0.0570 366 0.078 0.0500 Regular
Oakland MHP Well 14 0.0390 352 0.055 0.0580 Regular
Sunset Park Well 26 0.0220 366 0.031 0.0580 Regular
Sunset Park Well 29 0.0210 345 0.033 0.0500 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
36 400 269 0 0 6 357 Yes
Beaver Run Well 16 98 96 51 86 8 75 Yes
Beaver Run Well 34 92 85 50 80 8 63 Yes
Cliffdale Estates Well 38 92 92 52 87 8 50 Yes
Cliffdale Well 3 120 120 74 92 8 105 Yes
Cliffdale Well 4 110 110 83 103 8 84 Yes
Cliffdale Well 5 106 106 41 63 8 97 Yes
Cliffdale Well 6 104 102 72 92 8 84 Yes
Cliffdale Well 7 98 96 44 48 8 84 Yes
Cliffdale West Well 25 85 84 40 80 8 63 Yes
Colony Village Well 23 92 90 58 85 8 75 Yes
Colony Village Well 33 70 68 50 63 8 55 Yes
Famington Well 12 75 75 50 70 8 63 Yes
Farmington Well 19 77 75 50 70 8 63 Yes
Harris Place Well 35 79 79 54 74 8 63 Yes
Harris Place Well 39 350 270 6 315 Yes
Harris Place Well 40 700 272 6 520 Yes
Lake William Tunbridge 72 80 64 45 60 8 46 Yes
Lake William Tunbridge 73 320 242 6 294 Yes
Middle Creek Well 13 91 91 45 85 8 75 Yes
Middle Creek Well 15 93 91 49 64 8 78 Yes
Middle Creek Well 17 85 83 32 37 8 73 Yes
Middle Creek Well 18 98 97 45 52 8 84 Yes
Montibello Well 1 360 279 0 0 6 315 Yes
Montibello Well 2 120 97 46 61 8 70 Yes
Newton Place Well 20 97 95 37 57 8 80 Yes
Oakland MHP Well 14 100 100 52 92 8 84 Yes
Sunset Park Well 26 72 60 60 70 6 60 Yes
Sunset Park Well 29 75 75 50 70 8 63 Yes
Are ground water levels monitored?   No, As Needed
Does this system have a wellhead protection program?   No
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
Fayetteville PWC 03-26-010 0.0000 0 0.0000 2017 Yes Yes 6 Emergency

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?   6,087
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 15,360 15,500 16,000 16,000 16,000 16,000
Seasonal Population 0 0 0 0 0 0
 
Residential 0.9010 0.9500 0.9750 0.9750 0.9750 0.9750
Commercial 0.0140 0.1400 0.1400 0.1400 0.1400 0.1400
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 0.0070 0.0070 0.0070 0.0070 0.0070
Unaccounted-for 0.0511 0.0609 0.0623 0.0623 0.0623 0.0623
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 1.9740 1.9740 1.9740 1.9740 1.9740 1.9740
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) 1.9740 1.9740 1.9740 1.9740 1.9740 1.9740
Service Area Demand 0.9711 1.1579 1.1843 1.1843 1.1843 1.1843
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) 0.9711 1.1579 1.1843 1.1843 1.1843 1.1843
Demand as Percent of Supply 49% 59% 60% 60% 60% 60%

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 59 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.