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: |
Clayton |
|
PWSID: |
03-51-020 |
Mailing Address: | P.O. Box 879 Clayton, NC 27528 | Ownership: | Municipality |
|
Contact Person: | Travis Jessup | Title: | Water Resources Director |
Phone: | 919-427-1290 | Cell/Mobile: | 919-553-1530 |
|
Secondary Contact: | Rich Cappola | | Phone: | 919-359-1288 |
Mailing Address: | P.O. Box 879 Clayton, NC 27528 | Cell/Mobile: | 919-553-1530 |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Asbestos Cement |
4-16 |
7.07 % |
Cast Iron |
6-10 |
3.67 % |
Ductile Iron |
2-16 |
12.41 % |
Galvanized Iron |
3/4-6 |
0.73 % |
Other |
2-12 |
0.70 % |
Polyvinyl Chloride |
2-12 |
75.42 % |
A 1,000,000 gallon tank is planned and is expected to be online in 2026. Clayton has purchased an additional 230,000 gallons of storage form Johnston County until 2029. We also have a 500,000 gallon ground storage tank with partial certification. Programs
Water Conservation
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Neuse River (10-1) | 100 % |
|
County(s) | % of Service Population |
Johnston | 100 % |
|
Population includes customer in Clayton PWSID 03-51-020 and Clayton North PWSID 40-51-019 Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
15,442 |
1.5113 |
0 |
0.0000 |
Commercial |
688 |
0.3243 |
0 |
0.0000 |
Industrial |
18 |
1.7561 |
0 |
0.0000 |
Institutional |
139 |
0.0977 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0030 MGD
Clayton and Clayton North added together
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 |
3.5000 |
3.8800 |
May |
3.2120 |
4.8820 |
Sep |
4.9870 |
4.5490 |
Feb |
3.3320 |
3.8570 |
Jun |
4.3030 |
5.1240 |
Oct |
3.3260 |
4.1650 |
Mar |
3.1550 |
3.9350 |
Jul |
4.6840 |
6.1650 |
Nov |
4.1780 |
4.4230 |
Apr |
3.7190 |
4.1090 |
Aug |
3.8100 |
4.6680 |
Dec |
4.0080 |
3.9400 |

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 |
Johnston County Utilities |
03-51-070 |
3.9515 |
365 |
6.1000 |
2025 |
Yes |
Yes |
20 |
Regular |
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
1.9110 |
May |
1.6180 |
Sep |
1.8920 |
Feb |
1.6530 |
Jun |
1.2030 |
Oct |
1.4380 |
Mar |
1.7690 |
Jul |
1.4770 |
Nov |
1.3050 |
Apr |
1.7240 |
Aug |
1.5510 |
Dec |
1.3560 |

Wastewater Permits
Permit Number |
Type |
Permitted Capacity (MGD) |
Design Capacity (MGD) |
Average Annual Daily Discharge (MGD) |
Maximum Day Discharge (MGD) |
Receiving Stream |
Receiving Basin |
NC0025453 |
WWTP |
2.5000 |
2.5000 |
1.5600 |
4.2310 |
Neuse River |
Neuse River (10-1) |
Wastewater Interconnections
Water System |
PWSID |
Type |
Average Daily Amount |
Contract Maximum (MGD) |
MGD |
Days Used |
City of Raleigh |
03-92-010 |
Discharging |
0.4540 |
366 |
1.7500 |
Johnston County Utilities |
03-51-070 |
Discharging |
1.3320 |
366 |
1.4000 |
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
35,169 |
41,844 |
52,969 |
64,094 |
75,219 |
86,344 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
1.5113 |
2.0687 |
2.6922 |
3.3160 |
3.9390 |
4.5627 |
Commercial |
0.3243 |
0.4341 |
0.5570 |
0.6801 |
0.8030 |
0.9259 |
Industrial |
1.7561 |
3.1850 |
5.2728 |
5.5274 |
5.5274 |
5.5274 |
Institutional |
0.0977 |
0.1310 |
0.1681 |
0.2053 |
0.2423 |
0.2794 |
System Process |
0.0030 |
0.0030 |
0.0030 |
0.0030 |
0.0030 |
0.0030 |
Unaccounted-for |
0.2483 |
0.8124 |
1.2132 |
1.5376 |
1.6794 |
1.8211 |
Future Supply Sources
Source Name |
PWSID |
Source Type |
Additional Supply |
Year Online |
Year Offline |
Type |
Johnston County West |
03-51-070 |
Purchase |
2.4000 |
2030 |
|
Regular |
Johnston County West |
03-51-070 |
Purchase |
4.0000 |
2040 |
|
Regular |
Johnston County West |
03-51-070 |
Purchase |
3.5000 |
2050 |
|
Regular |
Johnston County West |
03-51-070 |
Purchase |
3.5000 |
2050 |
|
Regular |
Johnston County West |
03-51-070 |
Purchase |
1.5000 |
2060 |
|
Regular |
Johnston County West |
03-51-070 |
Purchase |
1.5000 |
2070 |
|
Regular |
Stair stepping purchases from Johnston County. 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 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Purchases |
6.1000 |
6.1000 |
6.1000 |
6.1000 |
6.1000 |
6.1000 |
Future Supplies |
2.4000 |
6.4000 |
13.4000 |
14.9000 |
16.4000 |
Total Available Supply (MGD) |
6.1000 |
8.5000 |
12.5000 |
19.5000 |
21.0000 |
22.5000 |
Service Area Demand |
3.9407 |
6.6342 |
9.9063 |
11.2694 |
12.1941 |
13.1195 |
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) |
3.9407 |
6.6342 |
9.9063 |
11.2694 |
12.1941 |
13.1195 |
Demand as Percent of Supply |
65% |
78% |
79% |
58% |
58% |
58% |

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 43 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? Improved and systematic flushing for targeting specific areas and reducing non-revenue water usage. Enhanced CIP to replace older water lines to effectively reduce water loss.
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? Developing a new water intake from Neuse River and additional utility partnerships.
How does the water system intend to implement the demand management and supply planning components above? Continued work with consultants to evaluate supply options and implement new water distribution model for more effective management of the system and flushing operations.
Additional Information
Has this system participated in regional water supply or water use planning? Yes, Yes, the Town of Clayton is a member of Triangle Water Supply Partnership and has been a part of regionalization studies.
What major water supply reports or studies were used for planning? NC Hwy 401 Corridor Study and Updated regional forecasts through Triangle Water Supply Partnership
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: Additional storage will be required and is planned to meet half average day demand requirements.
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.
|