WQCS00110_Annual Performance_20210817

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TOWN OF CLAYTON
Public Works,Water/Sewer,&Electric
GARp 653 NC Hwy 42 W.,P.O.Box 879
Las Clayton,NC 27528
z1V e�►che Phone:[phone]
Fax:[phone]
August 13, 2021 RECEIVED
AUG 172021
System Performance Annual Report NCDEQ/DWR/NPDES
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
In accordance with House Bill 1160 and the Clean Water Act of 1999, three copies of the
Wastewater System Performance Annual Report for FY 2020-21 are being sent to you for
NPDES Permit # NC0025453, Laboratory Certification # 348 and Collection System Permit #
WQCS 00110.
If there are any questions concerning the report or any further information is required, please
contact the Operation Center at [phone].
Sinc ,
B n Poelman
W ter Resources Director
Think
�✓LP�YTOT
PO Box 879•Clayton,NC 27528•919-553-1530 Fax [phone] •TownofClaytonNC.org

Annual Wastewater System Performance Report
Fiscal Year 2020-2021
Town of Clayton
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Town of Clayton, North Carolina
Annual Wastewater System Performance Report
August 2021

Wastewater System Performance Annual Report
Fiscal Year 2020-2021
Town of Clayton
I. General Information
Responsible Entity: Town of Clayton
Wastewater Treatment Facility Name: Little Creek Water Reclamation Facility (LCWRF)
ORC: William Simpson--LCWRF James Blalock--Collection System
NPDES Permit: NC0025453 (LCWRF) Collection System: WQCS00110
Laboratory Certification: 348
Description of Treatment Process and Collection System: The LCWRF is comprised of an
automated barscreen, grit chamber, sampling station, flow monitoring, dual oxidation ditches
with biological nutrient removal, tertiary filter, ultraviolet disinfection, standby chlorination &
dechlorination, sludge thickening, aerated sludge storage and reclaim water. The wastewater
collection system is comprised of 28 lift stations, approximately 136 miles of gravity sewer and
approximately 36 miles of force main.
II. Performance
The collection and treatment system recorded a good performance record for the twelve-month
period from July 1, 2020 to June 30, 2021. The facility met the permit conditions with the
following exception:
The facility reported a bypass of the influent pump station on 03/14/2021 for — 428,800 due to a
pipe failure at the influent structure. No environmental impacts were noted.
The treatment facility treated 603,885,000 gallons during the period and met NPDES permit
limits.
Clayton sent 133,031,616 gallons to Raleigh, and 377,493,190 gallons to Johnston County for
treatment.
The treatment facility delivered 7,382,218 gallons of reclaimed water to Pine Hollow Golf
Course.
The total system flow for the year: 1,121,792,024 gallons
Sanitary sewer overflows that release 1,000 gallons or more and/or enter surface waters must be
reported to the State of North Carolina.

•
The collection system had 1 overflow during the period that did not meet the reporting criteria.
The collection system had 4 overflows during the period that did require reporting which are
listed below:
Reportable Collection System Sanitary Sewer Overflows
Date Location Gallons Cause
08/05/20 454 Averasboro Dr 2,400 Horizontal FM Break
09/01/20 800 NC Hwy 42 E 500 Heavy Rains, I&I
12/18/20 442 E. Main St. 50 Grease/broken pipe
03/19/21 11351 US Hwy 70 Bus W 1,400 Debris from broken line
Corrective measures for the overflows included line repairs, cleaning the line(s) involved and the
immediate area(s) in accordance with State guidelines, I & I Investigation. Chemical Root
Control was used throughout the year on lines with roots to avoid an SSO. The system also
distributed Grease Public Education materials to all residents in accordance with requirements.
No environmental impacts or adverse health effects were detected.
The following improvements were made to the collection system during the twelve-month
period:
1 Wet Well aeriation system installation $11,452
2 New Pump& impeller Flamingo L/S $15,413
3 Chemical Root Control $13,049
4 Clearing/Vegetation Control at L/S and on easements $5,850
5 Bypass pump piping insulation $11,800
6 Summerlyn/Glen Laurel #3 Bypass pump purchase & Installation $294,753
7 Summerlyn/Glen Laurel# 3 Bypass pump design $12,500
8 Regional L/S Study & L/S abandonment $23,700
9 Ellington subd. Easement stabilization $4,875
10 Fayetteville St. Aerial stabilization $14,550
11 Liberty & W Main L/S abandonment design $22,657
12 Moore St. Ditch stabilization $45,245
13 Little Creek outfall replacement design $21,886
14 Two new Vactors for line cleaning & wet wells $865,382
15 New Protheus Sewer camera for CCTV $131,219
The cost of these improvements was approximately $ 1,494,331

III Notification
A notice of availability is published in the News and Observer and at www.townofclaytonnc.org.
A report may be picked up from the customer service counter at Town Hall or the Operations
Center at 653 NC 42 West. Customers may also call 919-553-1530 to request a copy by mail. It
may also be viewed on-line at the Town's Web Site (www.townofclaytonnc.org).
IV. Certification
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users or customers of
the named system and that those users have been notified of its availability.
g A3 0V02/
ich Cappola, Interi wn Manager D to
This report is drafted to meet the reporting requirements established in House Bill 1160 and the
Clean Water Act of 1999.

•
•
Annual Wastewater System Performance Report
Fiscal Year 2020-2021
Town of Clayton
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Town of Clayton,on, North Carolina
Annual Wastewater System Performance Report
August 2021

•
Wastewater System Performance Annual Report
Fiscal Year 2020-2021
Town of Clayton
I. General Information
Responsible Entity: Town of Clayton
Wastewater Treatment Facility Name: Little Creek Water Reclamation Facility (LCWRF)
ORC: William Simpson--LCWRF James Blalock--Collection System
NPDES Permit: NC0025453 (LCWRF) Collection System: WQCS00110
Laboratory Certification: 348
Description of Treatment Process and Collection System: The LCWRF is comprised of an
automated barscreen, grit chamber, sampling station, flow monitoring, dual oxidation ditches
with biological nutrient removal, tertiary filter, ultraviolet disinfection, standby chlorination &
dechlorination, sludge thickening, aerated sludge storage and reclaim water. The wastewater
collection system is comprised of 28 lift stations, approximately 136 miles of gravity sewer and
approximately 36 miles of force main.
II. Performance
The collection and treatment system recorded a good performance record for the twelve-month
period from July 1, 2020 to June 30, 2021. The facility met the permit conditions with the
following exception:
The facility reported a bypass of the influent pump station on 03/14/2021 for - 428,800 due to a
pipe failure at the influent structure. No environmental impacts were noted.
The treatment facility treated 603,885,000 gallons during the period and met NPDES permit
limits.
Clayton sent 133,031,616 gallons to Raleigh, and 377,493,190 gallons to Johnston County for
treatment.
The treatment facility delivered 7,382,218 gallons of reclaimed water to Pine Hollow Golf
Course.
The total system flow for the year: 1,121,792,024 gallons
Sanitary sewer overflows that release 1,000 gallons or more and/or enter surface waters must be
reported to the State of North Carolina.

The collection system had 1 overflow duringthe period that did not meet the reportingcriteria.
Y
The collection system had 4 overflows during the period that did require reporting which are
listed below:
Reportable Collection System Sanitary Sewer Overflows
Date Location Gallons Cause
08/05/20 454 Averasboro Dr 2,400 Horizontal FM Break
09/01/20 800 NC Hwy 42 E 500 Heavy Rains, I&I
12/18/20 442 E. Main St. 50 Grease/broken pipe
0319Hwy/ /21 11351 US 70 Bus W 1,400 Debris from broken line
Corrective measures for the overflows included line repairs, cleaning the line(s) involved and the
immediate area(s) in accordance with State guidelines, I & I Investigation. Chemical Root
Control was used throughout the year on lines with roots to avoid an SSO. The system also
distributed Grease Public Education materials to all residents in accordance with requirements.
No environmental impacts or adverse health effects were detected.
The following improvements were made to the collection system during the twelve-month
period:
1 Wet Well aeriation system installation $11,452
2 New Pump& impeller Flamingo L/S $15,413
3 Chemical Root Control $13,049
4 Clearing/Vegetation Control at L/S and on easements $5,850
5 Bypass pump piping insulation $11,800
6 Summerlyn/Glen Laurel #3 Bypass pump purchase & Installation $294,753
7 Summerlyn/Glen Laurel# 3 Bypass pump design $12,500
8 Regional L/S Study & L/S abandonment $23,700
9 Ellington subd. Easement stabilization $4,875
10 Fayetteville St. Aerial stabilization $14,550
11 Liberty & W Main L/S abandonment design $22,657
12 Moore St. Ditch stabilization $45,245
13 Little Creek outfall replacement design $21,886
14 Two new Vactors for line cleaning & wet wells $865,382
15 New Protheus Sewer camera for CCTV $131,219
The cost of these improvements was approximately $ 1,494,331

III: Notification
A notice of availability is published in the News and Observer and at www.townofclaytonnc.org.
A report may be picked up from the customer service counter at Town Hall or the Operations
Center at 653 NC 42 West. Customers may also call 919-553-1530 to request a copy by mail. It
may also be viewed on-line at the Town's Web Site (www.townofclaytonnc.org).
IV. Certification
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users or customers of
the named system and that those users have been notified of its availability.
g ,Val
ich Cappola, Interi wn Manager D to
This report is drafted to meet the reporting requirements established in House Bill 1160 and the
Clean Water Act of 1999.

1
Annual Wastewater System Performance Report
Fiscal Year 2020-2021
Town of Clayton
CAR0gig �
zo, 'cON
71
Town of Clayton, North Carolina
Annual Wastewater System Performance Report
August 2021

Wastewater System Performance Annual Report
Fiscal Year 2020-2021
Town of Clayton
I. General Information
Responsible Entity: Town of Clayton
Wastewater Treatment Facility Name: Little Creek Water Reclamation Facility (LCWRF)
ORC: William Simpson--LCWRF James Blalock--Collection System
NPDES Permit: NC0025453 (LCWRF) Collection System: WQCS00110
Laboratory Certification: 348
Description of Treatment Process and Collection System: The LCWRF is comprised of an
automated barscreen, grit chamber, sampling station, flow monitoring, dual oxidation ditches
with biological nutrient removal, tertiary filter, ultraviolet disinfection, standby chlorination &
dechlorination, sludge thickening, aerated sludge storage and reclaim water. The wastewater
collection system is comprised of 28 lift stations, approximately 136 miles of gravity sewer and
approximately 36 miles of force main.
II. Performance
The collection and treatment system recorded a good performance record for the twelve-month
period from July 1, 2020 to June 30, 2021. The facility met the permit conditions with the
following exception:
The facility reported a bypass of the influent pump station on 03/14/2021 for— 428,800 due to a
pipe failure at the influent structure. No environmental impacts were noted.
The treatment facilitytreated 603,885,000 duringtheperiod and met NPDES permit
gallons
limits.
Clayton sent 133,031,616 gallons to Raleigh, and 377,493,190 gallons to Johnston County for
treatment.
The treatment facility delivered 7,382,218 gallons of reclaimed water to Pine Hollow Golf
Course.
The total system flow for the year: 1,121,792,024 gallons
Sanitary sewer overflows that release 1,000 gallons or more and/or enter surface waters must be
reported to the State of North Carolina.

The collection system had 1 overflow during the period that did not meet the reporting criteria.
The collection system had 4 overflows during the period that did require reporting which are
listed below:
Reportable Collection System Sanitary Sewer Overflows
Date Location Gallons Cause
08/05/20 454 Averasboro Dr 2,400 Horizontal FM Break
09/01/20 800 NC Hwy 42 E 500 Heavy Rains, I&I
12/18/20 442 E. Main St. 50 Grease/broken pipe
03/19/21 11351 US Hwy 70 Bus W 1,400 Debris from broken line
Corrective measures for the overflows included line repairs, cleaning the line(s) involved and the
immediate area(s) in accordance with State guidelines, I & I Investigation. Chemical Root
Control was used throughout the year on lines with roots to avoid an SSO. The system also
distributed Grease Public Education materials to all residents in accordance with requirements.
No environmental impacts or adverse health effects were detected.
The following improvements were made to the collection system during the twelve-month
period:
1 Wet Well aeriation system installation $11,452
2 New Pump& impeller Flamingo L/S $15,413
3 Chemical Root Control $13,049
4 Clearing/Vegetation Control at L/S and on easements $5,850
5 Bypass pump piping insulation $11,800
6 Summerlyn/Glen Laurel #3 Bypass pump purchase& Installation $294,753
7 Summerlyn/Glen Laurel# 3 Bypass pump design $12,500
8 Regional L/S Study & L/S abandonment $23,700
9 Ellington subd. Easement stabilization $4,875
10 Fayetteville St. Aerial stabilization $14,550
11 Liberty & W Main L/S abandonment design $22,657
12 Moore St. Ditch stabilization $45,245
13 Little Creek outfall replacement design $21,886
14 Two new Vactors for line cleaning &wet wells $865,382
15 New Protheus Sewer camera for CCTV $131,219
The cost of these improvements was approximately $ 1,494,331,

III. Notification
A notice of availability is published in the News and Observer and at www.townofclaytonnc.org.
A report may be picked up from the customer service counter at Town Hall or the Operations
Center at 653 NC 42 West. Customers may also call 919-553-1530 to request a copy by mail. It
may also be viewed on-line at the Town's Web Site (www.townofclaytonnc.org).
IV. Certification
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users or customers of
the named system and that those users have been notified of its availability.
g anal
rich Cappola, Interi wn Manager D to
This report is drafted to meet the reporting requirements established in House Bill 1160 and the
Clean Water Act of 1999.