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
Complete
Water System Name: |
Ayden |
|
PWSID: |
04-74-025 |
Mailing Address: | P.O. Box 219 Ayden, NC 28513 | Ownership: | Municipality |
|
Contact Person: | David Jones | Title: | ORC |
Phone: | 252-481-5833 | Cell/Mobile: | -- |
|
Secondary Contact: | Mike Houston | | Phone: | 919-812-6088 |
Mailing Address: | , NC 28525 | Cell/Mobile: | -- |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Asbestos Cement |
6-10 |
4.00 % |
Cast Iron |
6-8 |
33.00 % |
Ductile Iron |
6-12 |
8.00 % |
Galvanized Iron |
2 |
8.00 % |
Polyvinyl Chloride |
2-10 |
47.00 % |
Programs
As employee ride throughout the system they are looking for leaks. We also utilize NCRWA on an as needed basis. Water Conservation
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Contentnea Creek (10-2) | 86 % |
Neuse River (10-1) | 14 % |
|
County(s) | % of Service Population |
Pitt | 100 % |
|
Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
2,503 |
0.2665 |
0 |
0.0000 |
Commercial |
213 |
0.0735 |
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.)? 0.0130 MGD
The Town no longer separates each account out into groups of industrial or institutional users as their new (as of 2023) billing software only groups accounts as either residential or commercial users. 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 |
|
Yes |
Yes |
12 |
Emergency |
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 |
0.4204 |
|
May |
0.4211 |
|
Sep |
0.4160 |
|
Feb |
0.4033 |
|
Jun |
0.4812 |
|
Oct |
0.4661 |
|
Mar |
0.4225 |
|
Jul |
0.4325 |
|
Nov |
0.4191 |
|
Apr |
0.4733 |
|
Aug |
0.3854 |
|
Dec |
0.4379 |
|

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 |
0.1126 |
74 |
0.3080 |
0.5098 |
CUA25 |
|
Regular |
3 |
0.0805 |
55 |
0.3010 |
0.3254 |
CUA25 |
|
Regular |
4 |
0.1238 |
47 |
0.3360 |
0.6278 |
CUA25 |
|
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 |
480 |
|
248 |
470 |
10 |
237 |
Yes |
3 |
414 |
|
341 |
409 |
10 |
340 |
Yes |
4 |
448 |
|
213 |
430 |
10 |
267 |
Yes |
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 |
Grifton |
04-74-035 |
0.0000 |
0 |
0.0000 |
|
Yes |
Yes |
12 |
Emergency |
Neuse Regional Water and Sewer Authority |
60-54-001 |
0.3850 |
366 |
0.3860 |
2048 |
Yes |
Yes |
12 |
Regular |
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
0.6999 |
May |
0.3836 |
Sep |
0.8699 |
Feb |
0.4280 |
Jun |
0.3211 |
Oct |
0.6248 |
Mar |
0.7083 |
Jul |
0.6208 |
Nov |
0.4121 |
Apr |
0.5108 |
Aug |
0.9621 |
Dec |
0.5083 |

Wastewater Interconnections
Water System |
PWSID |
Type |
Average Daily Amount |
Contract Maximum (MGD) |
MGD |
Days Used |
Contentnea Metropolitan Sewer Dist. |
00-00-000 |
Discharging |
0.5949 |
366 |
|
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
6,366 |
6,481 |
6,679 |
6,861 |
7,049 |
7,241 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
0.2665 |
0.2713 |
0.2795 |
0.2871 |
0.2949 |
0.3029 |
Commercial |
0.0735 |
0.0748 |
0.0771 |
0.0792 |
0.0813 |
0.0835 |
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 |
0.0130 |
0.0132 |
0.0136 |
0.0139 |
0.0142 |
0.0145 |
Unaccounted-for |
0.0828 |
0.0830 |
0.0840 |
0.0850 |
0.0860 |
0.0870 |
As of February 25, 2025, The Town of Ayden has 981,521,950 gallons of banked water available for withdrawal from its wells. This water can be used to supplement its currently CUA-permitted GW supply of 0.1422 MGD. At an average of 0.0800 MGD (shown under Future Supply in this Plan), extractions from this banked water -- when combined with the permitted 0.1422 MGD and the purchase of 0.3860 MGD from NRWASA -- will provide the Town a total available supply needed to keep its currently projected Demand-to-Supply ratios below 80% through 2050. Future Supply Sources
Source Name |
PWSID |
Source Type |
Additional Supply |
Year Online |
Year Offline |
Type |
Ayden banked water |
04-74-025 |
Ground |
0.0800 |
2024 |
2051 |
Regular |
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 |
0.1422 |
0.1422 |
0.1422 |
0.1422 |
0.1422 |
0.1422 |
Purchases |
0.3860 |
0.3860 |
0.3860 |
0.3860 |
0.3860 |
0.3860 |
Future Supplies |
0.0800 |
0.0800 |
0.0800 |
0.0000 |
0.0000 |
Total Available Supply (MGD) |
0.5282 |
0.6082 |
0.6082 |
0.6082 |
0.5282 |
0.5282 |
Service Area Demand |
0.4358 |
0.4423 |
0.4542 |
0.4652 |
0.4764 |
0.4879 |
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) |
0.4358 |
0.4423 |
0.4542 |
0.4652 |
0.4764 |
0.4879 |
Demand as Percent of Supply |
83% |
73% |
75% |
76% |
90% |
92% |

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 42 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? No Changes
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? No Changes
How does the water system intend to implement the demand management and supply planning components above? No Changes
Additional Information
Has this system participated in regional water supply or water use planning? Yes, CCPCUA
What major water supply reports or studies were used for planning? CCPCUA
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: N/A
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.
|