Chinquapin Water Association

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: Chinquapin Water Association   PWSID: 04-31-050
Mailing Address:2709 S. NC 41-50
Chinquapin, NC 28521		Ownership:Non-Profit
 
Contact Person:Nathan MareadyTitle:Maintenance Supervisor
Phone:910-285-2478Cell/Mobile:910-271-0590
 
Secondary Contact:Joey White Phone:--
Mailing Address:1402 Robersonville Rd
Washington, NC 27889		Cell/Mobile:336-960-5822
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Polyvinyl Chloride 4-8 100.00 %
What are the estimated total miles of distribution system lines?   84 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   37,000 Feet
How many meters were replaced in 2002?   0
How old are the oldest meters in this system?   34 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?   0.4000 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, Once a Month
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?   No
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?   Flat
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?   Yes

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Northeast Cape Fear River (02-5)0 %
County(s)% of Service Population
Duplin0 %
What was the year-round population served in 2002?   3,300
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 1,253 0.2060 0 0.0000
Commercial 0 0.0000 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

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
Maple Hill Water District 04-41-025 0.0530 365 0.2000 8 Regular

Water sales contract with Maple Hill Water District that expires in 2028 is assumed to be renewed and continue.

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 0.2450 0.3050 May 0.3010 0.5710 Sep 0.2480 0.4250
Feb 0.2450 0.3410 Jun 0.2920 0.3780 Oct 0.2460 0.3560
Mar 0.2560 0.4490 Jul 0.2940 0.3610 Nov 0.2510 0.3190
Apr 0.2830 0.3330 Aug 0.2840 0.4400 Dec 0.2530 0.3770

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
1 0.0920 365 0.189 0.0790 CUA10 Regular
2 0.0920 365 0.000 0.4000 CUA0 Regular
3 0.0920 365 0.000 0.0790 CUA10 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
1 330 330 295 330 6 109 No
2 245 245 200 240 10 190 Yes
3 550 550 362 542 10 220 Yes
Are ground water levels monitored?   Yes, Monthly
Does this system have a wellhead protection program?   No

Wells are located within the Central Coastal Plain Capacity Use Area. The withdrawal from wells 1 and 3 are located in a defined "declining water zone" (regulated cretaceous aquifers) will have to be reduced by up to 30% by the Year 2018. Approved base rate from wells 1 and 2 is 57.450 MGY to be reduced to 40.2 MGY in 2018. Available supply is based on the 365 day average of the approved base rate and permitted capacity of well #2. Permitted ground water withdrawal from well #2 will be 0.400 MGD.

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
Duplin County Water District B 04-31-995 0.0000 0 0.0000 Emergency
Town of Beulaville 04-31-020 0.0000 0 0.0000 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?   1,253
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

All water customers provided wastewater treatment through on-site septic tanks.

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 3,300 3,829 4,537 5,000
Seasonal Population 0 0 0 0
 
Residential 0.2060 0.2410 0.2860 0.3140
Commercial 0.0000 0.0000 0.0000 0.0000
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 0.0170 0.0270 0.0320 0.0350
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.5580 0.5422 0.5422 0.5422
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.5580 0.5422 1.6905 1.7337
Service Area Demand 0.2230 0.2680 0.3180 0.3490
Sales 0.0530 0.2000 0.2000 0.2000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.2760 0.4680 0.5180 0.5490
Demand as Percent of Supply 49% 86% 31% 32%

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 62 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?   

Chinquapin Water Association, Inc. is located within a defined "declining water" zone within the Central Coastal Plain Capacity Use Area. Projected water supply from wells shown is based on CU3014 permit issued for this system and reductions in water supply from wells #1 and #3 located in regulated cretaceous aquifers.

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:   Chinquapin Water Association, Inc. (CWA) is located within the Central Coastal Plain Capacity Use Area. Specifically, CWA is located within a defined "declining water zone" where withdrawal from regulated cretaceous aquifers will have to be reduced by up to 30% by the Year 2018.

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.