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

Incomplete

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 6-8 15.00 %
Polyvinyl Chloride 2-12 99.00 %
What are the estimated total miles of distribution system lines?   51 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   0 Feet
How many meters were replaced in 2002?   900
How old are the oldest meters in this system?   20 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, 12 Months or more
Does this system have a valve exercise program?   Yes, 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?   No
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   One-Charge
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)0 %
County(s)% of Service Population
Cumberland0 %
What was the year-round population served in 2002?   14,208
Has this system acquired another system since last report?   
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 5,202 1.4260 0 0.0000
Commercial 6 0.0030 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.)?   0.0000 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 1.1000 0.0000 May 2.0000 0.0000 Sep 1.3000 0.0000
Feb 1.0000 0.0000 Jun 2.2000 0.0000 Oct 1.1000 0.0000
Mar 1.0000 0.0000 Jul 1.9000 0.0000 Nov 1.1000 0.0000
Apr 1.5000 0.0000 Aug 1.7000 0.0000 Dec 1.0000 0.0000

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
01 0.0570 361 0.090 0.0900 Regular
02 0.0510 354 0.087 0.1000 Regular
03 0.0190 365 0.077 0.0800 Regular
04 0.0160 365 0.020 0.0370 Regular
05 0.0310 360 0.042 0.0470 Regular
06 0.0800 345 0.133 0.1080 Regular
07 0.0340 360 0.056 0.0680 Regular
08 0.0150 365 0.027 0.0360 Regular
09 0.0170 365 0.027 0.0360 Regular
10 0.0000 0 0.000 0.1260 Emergency
11 0.0200 365 0.025 0.0500 Regular
12 0.0440 350 0.091 0.0780 Regular
13 0.0530 357 0.089 0.0900 Regular
14 0.0580 365 0.104 0.1090 Regular
15 0.0660 354 0.094 0.0860 Regular
16 0.0680 361 0.101 0.0920 Regular
17 0.0380 349 0.060 0.0500 Regular
18 0.0640 361 0.105 0.0790 Regular
19 0.0140 364 0.022 0.0360 Regular
20 0.0420 365 0.081 0.0830 Regular
21 0.0480 361 0.087 0.0720 Regular
22 0.0500 365 0.076 0.0580 Regular
23 0.0330 365 0.061 0.0650 Regular
24 0.0350 365 0.053 0.0430 Regular
25 0.0510 365 0.077 0.0770 Regular
26 0.0340 364 0.036 0.0940 Regular
27 0.0350 365 0.049 0.0540 Regular
28 0.0120 365 0.020 0.0430 Regular
29 0.0300 365 0.055 0.0560 Regular
30 0.0460 365 0.067 0.0940 Regular
33 0.0320 355 0.056 0.0610 Regular
34 0.0400 361 0.061 0.0610 Regular
35 0.0660 357 0.129 0.1220 Regular
36 0.0220 353 0.049 0.0500 Regular
37 0.0380 364 0.065 0.0790 Regular
38 0.0500 343 0.078 0.0610 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
01 360 279 0 0 6 315 Yes
02 120 97 46 61 8 70 Yes
03 120 120 74 92 8 105 Yes
04 110 110 83 103 8 84 Yes
05 106 106 41 63 8 97 Yes
06 104 102 72 92 8 84 Yes
07 98 96 44 48 8 84 Yes
08 88 88 55 81 8 73 Yes
09 73 73 49 69 8 60 Yes
10 92 80 55 75 6 63 Yes
11 60 60 42 57 4 47 Yes
12 75 75 50 70 8 63 Yes
13 91 91 45 85 8 75 Yes
14 100 100 52 92 8 84 Yes
15 93 91 49 64 8 78 Yes
16 98 96 51 86 8 75 Yes
17 85 83 32 37 8 73 Yes
18 98 97 45 52 8 84 Yes
19 77 75 50 70 8 63 Yes
20 97 95 37 57 8 80 Yes
21 76 75 40 60 8 52 Yes
22 95 93 44 64 8 76 Yes
23 92 90 58 85 8 75 Yes
24 75 75 34 68 8 63 Yes
25 85 84 40 80 8 63 Yes
26 72 60 60 70 6 60 Yes
27 480 274 0 0 6 357 Yes
28 70 66 51 61 6 50 Yes
29 75 75 50 70 8 63 Yes
30 360 265 0 0 6 294 Yes
33 70 68 50 63 8 55 Yes
34 92 85 50 80 8 63 Yes
35 79 79 54 74 8 63 Yes
36 400 269 0 0 6 357 Yes
37 111 111 72 102 8 90 Yes
38 92 92 52 87 8 50 Yes
Are ground water levels monitored?   No, None
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?   3,212
How many water service connections with septic systems does this system have?   2,080
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 14,208 15,767 18,132 20,800
Seasonal Population 0 0 0 0
 
Residential 1.4260 1.5000 1.6000 2.0000
Commercial 0.0030 0.0030 0.0030 0.0040
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for -0.0428 0.0700 0.0800 0.1000

Projected unaccounted-for water assumed to be less than five percent.

Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
5 new [email protected] 03-26-332 Ground 0.6000 2020 Regular
Well 39 03-26-332 Ground 0.1200 2004 Regular
wells 40 and 41 03-26-332 Ground 0.3600 2010 Regular

Locations of wells to be determined by developers.
Plan to add nine new wells starting with well #39 in 2004.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 2.4450 2.4450 2.4450 2.4450
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.4800 1.0800 1.0800
Total Available Supply (MGD) 2.4450 2.9250 3.5250 3.5250
Service Area Demand 1.3862 1.5730 1.6830 2.1040
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 1.3862 1.5730 1.6830 2.1040
Demand as Percent of Supply 57% 54% 48% 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 100 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.