Ayden

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: Ayden   PWSID: 04-74-025
Mailing Address:P.O. Box 219
Ayden, NC 28513
Ownership:Municipality
 
Contact Person:David JonesTitle:Water Resources Superintendent
Phone:252-481-5833Cell/Mobile:--
 
Secondary Contact:Joey White/NCRWA Phone:336-960-5822
Mailing Address:
, NC 27889
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-10 5.00 %
Cast Iron 6-8 34.00 %
Ductile Iron 6-12 9.00 %
Galvanized Iron 2 9.00 %
Polyvinyl Chloride 2-10 43.00 %
What are the estimated total miles of distribution system lines?   57 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?   20
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?   19
What is this system's finished water storage capacity?   0.8000 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, 7-11 Months
Does this system have a valve exercise program?   No, None
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?   Yes
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?   Decreasing
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
Neuse River (10-1)0 %
Contentnea Creek (10-2)0 %
County(s)% of Service Population
Pitt0 %
What was the year-round population served in 2002?   4,622
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 2,188 0.3050 0 0.0000
Commercial 181 0.0910 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 0 0.0000 9 0.0200

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0000 MGD

1. Metered connections include 14 residential and 5 commercial sprinkler systems.

2. In FY 2002 all fire hydrants were flow tested for fire department.

3. Fire hydrants flushed routinely for sewer cleaning, street cleaning, and water main breaks.

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
Grifton 04-74-035 0.0000 0 0.0000 8 Emergency

Not Applicable

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 0.4890 0.8400 May 0.5380 0.7910 Sep 0.5410 0.9010
Feb 0.4770 0.6570 Jun 0.5940 1.1290 Oct 0.4850 0.6060
Mar 0.4900 0.7550 Jul 0.5280 0.8430 Nov 0.4770 0.6890
Apr 0.5120 0.8950 Aug 0.5960 1.0030 Dec 0.4460 0.6630

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 2 0.2290 271 0.397 0.3570 Regular
Well 3 0.0910 286 0.167 0.1630 Regular
Well 4 0.1650 273 0.344 0.3140 Regular
Well 1 0.1890 290 0.367 0.0000 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 2 490 204 288 484 10 267 Yes
Well 3 414 145 341 409 10 340 Yes
Well 4 448 143 213 430 10 267 Yes
Well 1 480 185 248 470 10 237 Yes
Are ground water levels monitored?   No, None
Does this system have a wellhead protection program?   Yes

Will begin water level monitoring in 2003 to meet CCPCUA requirements

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 0.4370 May 0.4900 Sep 0.4900
Feb 0.4170 Jun 0.5420 Oct 0.4340
Mar 0.4390 Jul 0.4760 Nov 0.4260
Apr 0.4720 Aug 0.5460 Dec 0.3940

How many sewer connections does this system have?   2,112
How many water service connections with septic systems does this system have?   257
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Contentnea Metropolitan Sewer Distr Discharging 0.4700 365 0.0000

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 4,622 5,184 5,886 6,572
Seasonal Population 0 0 0 0
 
Residential 0.3050 0.3420 0.3880 0.4330
Commercial 0.0910 0.1020 0.1160 0.1300
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0200 0.0220 0.0250 0.0280
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0989 0.1110 0.1260 0.1410

Projections are based on population projections for Pitt CountyProjections are based on population projections for Pitt County.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.8340 0.8340 0.8340 0.8340
Purchases 0.0000 0.0000 0.0000 0.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.8340 0.8340 0.1422 0.1422
Service Area Demand 0.5149 0.5770 0.6550 0.7320
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.5149 0.5770 0.6550 0.7320
Demand as Percent of Supply 62% 69% 461% 515%

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 66 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?  Yes

What major water supply reports or studies were used for planning?  ( Water Resources Management Plan for Pitt County prepared by Groundwater Management Associates, Inc. )

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:   1. More storage capacity ( EST )

2. Replacement of water lines that are more than 20 years old.

3. Financial assistance ( grant programs ) to develop alternative water supply to allow compliance with CCPCUA regulations.

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.