NCG110080_COMPLETE FILE - HISTORICAL_20080110

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
IV UC L k O D d D
DOC TYPE
HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ aoDS O I I, D
YYYYM M D D

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
Raleigh Regional Office
SECTION —bt0iV_'54
NAME ,ja L j!� Q. L,-I r
FILE ACCESS RECORD
DATE/TIME
REPRESENTING
414 1-3
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FACILITY NAME COUNTY
1.
2. n
3.
4.
5.
Si ature and Name of Firm/Business Date Time In Time Out
P16ase attach a business card to this form if available

R�•
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A1;A a
M16 2) NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
December 8, 2010
Mr. Stephen Biggs
Town Manager
Town of Clayton
PO Box 879
Clayton, NC 27520
SUBJECT: Compliance Evaluation Inspection
Town of Clayton
Permit No: NCG 110080
Johnston County
Dear Mr. Biggs:
On December 7, 2010, Mack Wiggins of the North Carolina Division of Water Quality, Surface Water
Protection Section, Raleigh Regional Office, conducted a compliance evaluation inspection of the
Town of Clayton, Little Creek Water Reclamation Facility, Durham Street Extension, Clayton, NC.
The assistance and cooperation of Mr. James Warren, ORC was very helpful and appreciated during
the inspection process.
I. The following observations were made during the inspection:
This wastewater treatment plant is a 2.5 MGD facility which discharges treated effluent
into the Neuse River.
2. This facility has six stormwater outfalls. No outfalls have representative status.
a. Stormwater Outfall No. 1 receives stormwater run-off from the return sludge pump
station area near the secondary clarifiers No. I and No. 2. Stormwater present was
clear and assessable at the time of the inspection.
b. Stormwater Outfall No. 2 receives stormwater run-off from aeration basin No. 1
and the aerobic digester area. Stormwater present was clear and assessable at the
time of the inspection.
c. Stormwater Outfall No. 3 receives stormwater run-off from control building, shed,
generator and fuel tank area. Stormwater present was clear and assessable at the
time of the inspection.
d. Stormwater Outfall No. 4 receives stormwater run-off from water line flush, control
building and area between control building and sludge drying beds. Stormwater
was not present at the time of the inspection. Outfall was assessable.
One
NhCarolina
- - - - Naturally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone {919) 791-4200 Customer Service
Internet: www.ncwaterquality.org 1628 Mail Service Center Raleigh, NC 27699-1528 FAX [phone].623-6748
An Equal OpportunitylAMrmative Action Employer— 50% Recycled/10°/ Post Consumer Paper

Mr. tephen�Biggs
�,
Town ot,clsyton .;
I)ecemhcr 8; 2t11()c
Stormwater Outfall No. 5 receives stormwater run-off from the old influent pump
station area. Stormwater present was clear and assessable at the time of the
inspection.
f. Stormwater Outfall No. 6 receives stormwater run-off from secondary clarifier No.
2 and ditch which receives run-off from the secondary clarifier No. 3 area.
Stormwater was not present at the time of the inspection. Outfall was assessable.
3. The facility does not do any vehicle maintenance and therefore, only required to conduct
qualitative monitoring. All monitoring was performed at the outfalls as required by
Stormwater General Permit NCG 110000. Qualitative results are recorded on the forms
provided by DWQ.
4. The facility has BMPs in place. The facility's BMPs are a vegetative strip filter from
outfall No. 1 to No. 5.' Fifteen feet at No 5. to more than two hundred feet at No. 1.
5. Monitoring is conducted by Mr. James Warren, ORC.
6. The facility provides all necessary secondary containment as required.
7. The facilities Stormwater Pollution Prevention Plan contain all items as required by Part II
section A of General Permit NCGI 10000.
This facility was found to he in compliance with general permit NCGI 10080 at the time of the inspection.
Thanks for your cooperation. If you or your staff have any questions, please call me at (919)791-
4200.
Sincerely,
Mack Wiggins
Environmental Specialist
Raleigh Regional Office, SWP
cc: Central Files
RRO File
Mr. James Warren, ORC, Town of Clayton, Little Creek Water Reclamation Facility

Permit: NCG110080
SOC:
County: Johnston
Region: Raleigh
Compliance Inspection Report
Effective: 06/01/08 Expiration: 05/31/13 Owner: Town of Clayton
Effective: Expiration: Facility: Little Creek Water Reclamation
1000 Durham St
Contact Person: James 0 Warren
Directions to Facility:
System Classifications:'
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Title:
Inspection Date: 12/07/2010 Entry Time: 10:30 AM
Primary Inspector: Mack K Wiggins
Secondary Inspector(s):
Clayton NC 27520
Phone: [phone]
Certification:
Exit Time: 05:00 PM
Phone:
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Municipal WWTP > 1 MGD, Stormwater Discharge, COC
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
0 Storm Water
(See attachment summary)
Page: 1

Permit: NCG110080 Owner - Facility: Town of Clayton
Inspection Date: 12/0712010 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Page: 2

r
Permit: NCG110080 Owner - Facility: Town of Clayton
Inspection Date: 1 V0712010 Inspection Type: Compliance Evaluation
Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yes
No
NA
NE
Does the site have a Stormwater Pollution Prevention Plan?
■
❑
❑
❑
# Does the Plan include a General Location (USGS) map?
■
❑
❑
❑
# Does the Plan include a "Narrative Description of Practices"?
■
❑
❑
❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
■
Cl
❑
❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
■
❑
❑
❑
# Has the facility evaluated feasible alternatives to current practices?
■
❑
❑
❑
# Does the facility provide all necessary secondary containment?
■
❑
❑
Cl
# Does the Plan include a BMP summary?
■
❑
❑
❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
■
❑
❑
❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
■
❑
❑
❑
# Does the facility provide and document Employee Training?
■
❑
❑
❑
# Does the Plan include a list of Responsible Party(s)?
■
❑
❑
❑
# Is the Plan reviewed and updated annually?
■
❑
❑
❑
# Does the Plan include a Stormwater Facility Inspection Program?
■
❑
❑
❑
Has the Stormwater Pollution Prevention Plan been implemented?
■
❑
❑
❑
Comment:
Qualitative Monitoring
Yes
No
NA
NE
Has the facility conducted its Qualitative Monitoring semi-annually?
■
❑
❑
❑
Comment:
Analytical Monitoring
Yes
No
NA
NE
Has the facility conducted its Analytical monitoring?
❑
❑
■
❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
❑
❑
■
❑
Comment: The facility does not perform any vehicle maintenence. The facility is
required only to conduct qualitative monitoring.
Permit and Outfalls
Yes
No
NA
NE
# Is a copy of the Permit and the Certificate of Coverage available at the site?
■
❑
❑
❑
# Were all outfalls observed during the inspection?
■
❑
❑
❑
# If the facility has representative outfall status, is it property documented by the Division?
❑
❑
■
❑
# Has the facility evaluated all illicit (non stormwater) discharges?
■
D
❑
❑
Comment: All outfalls wee assessable for monitoring at the time of the inspection.
Page: 3

�r r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles W. Wakild, P.F. Dee Freeman
Governor Director Secretary
January 4, 2012
R. Stephen Biggs, Town Manager
Town of Clayton
P.O. Box 879
Clayton, North Carolina 27520
Subject: Compliance Evaluation Inspection
Town of Clayton - Little Creek Water Reclamation Facility
NPDES Permit Number NCO025453
Stormwater Permit Number NCG110080
Johnston County
Dear Mr. Biggs:
On December 15, 2011, Mitch Hayes of the Raleigh Regional Office conducted a compliance
evaluation inspection of the subject facility. The assistance of James Warren, grade WW-4 Operator in
Responsible Charge (ORC), and Leigh Honeycutt was gratefully appreciated. Please find the attached
Basin Wide Information Management System (BIMS) inspection checklist summarizing each inspection.
Below is a list of recommendations and findings developed from the inspection:
1. The reissued NCO025453 permit became effective April 01, 2010 and will expire March 31,
2013. Permit renewal is required within 6 months permit expiration date.
2. The Town of Clayton has contracted with Central Johnston County Regional WWTF to send and
treat 900,000 Gallons per Day (GPD), with a minimum of 150,000 GPD, to the Central Johnston
County Regional WWTF. The Town of Clayton also has an agreement with the City of Raleigh
to send and treat 1 MGD to the Neuse River Wastewater Treatment Plant however;
infrastructure has yet to be constructed.
The 2.5 MGD water reclamation facility consists of the following units: influent head works with a
biofilter odor control system that includes a Fiberglass Reinforced Plastic {FRP) cover,
mechanical and automatic bar screens; a vortex type grit removal system; influent pump station
with ultrasonic flow meter with back-up float alarm; a 214,500 gallon anaerobic basin in front of
oxidation basin # 2; a 300,000 gallon anoxic tank in front of oxidation basin # 2; a 200,000
gallon anoxic in front of oxidation basin # 1; three (3) secondary clarifiers; two shallow bed
DAVCO traveling bridge type tertiary filters; UV disinfection, two banks, with back-up
chlorination 1 dechlorination; effluent pump station; one 90,000 gallon aerated digester/sludge
stabilization tank; two - 360,000 gallon aerated sludge holding tanks; sludge loading station; a
sludge thickening building containing a rotary drum thickener; sludge drying beds; in -plant non -
potable water system using reclaimed treated wastewater; a reclaimed water pump station and
transmission force main to the Pine Hallow Golf Course and two on -site generators to provide
back-up power.
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: www.ncwalerquality org 1628 frtad Service Center Raieigh, NC 27699.1628 FAX [phone]
Location: 3800 Barrett Drive Raleigh, NC 27609 f71l0
NcxthCarolina
An Equal OpportuniWIAffirmative Action Employer — 50% Recycleo110°/ Post Consumer Paper /VrTt1ltrlll�

Little Creek WRF CEI
Page 2—
4. At the time of inspection, automatic and manual bar screens and vortex grit removal system
were functioning normally. The biofilter odor control system appear to be operating normally
based on very little odor at the influent head works. A diffuser pipe was being repaired in the
number 2 aerated sludge holding tank. The number 1 aerated sludge holding tank was
approximately 80% full. Aerators in sludge holding tank number 1 were operational. Sludge was
not being thickened in the rotary drum thickener at the time of inspection. The thickener is
operated twice a week. Influent in the two oxidation basins was medium brown in color with very
little foam. Covers have been placed over the anaerobic. selector to prevent odor. The #2
secondary clarifier was not in use due to low inflow. There was no foam noted in secondary
clarifier #2 or #3. Sludge blanket in the #2 clarifier was 1 foot and 1 '/ feet in clarifier #3. Both
clarifiers have 14 foot sidewail depths. Effluent in the wet well at the tertiary filters appeared
clear with no foam. The sludge drying beds had no sludge in them.
Biosolids are land applied under the Town of Clayton Land Application Permit WO0023178. The
permit will expire September 30, 2015. Granville Farms is designated the back-up hauler to land
apply Biosolids under the GFI Residuals Land Application Program under permit WO0000838. A
Certificate of Approval was issued December 17, 2010 to Johnston County Residuals
Dewatering Facility to accept up to 150 dry tons of residuals per year from Little Creek Water
Reclamation Facility,
6. In -plant non -potable water using treated wastewater effluent is utilized throughout the plant is
covered under NPDES Permit 25453. The reuse generation distribution line and pump station
with force main to the Pine Hollow Golf Course is covered under permit WQ0024223 that will
expire September 30, 2015. Reuse, reclaim water, and land application permits are currently
managed by the Aquifer Protection Section.
7. The laboratory was checked in a cursory manner. All instrument calibration logs are being
maintained in a log book. Fecal coliform bath temperature was 44.5 degrees C and the
laboratory refrigerator was 3 degrees C. BOD incubator temperature was 20.0 C. The influent
and effluent flow meters were calibrated November 15, 2015 by Chadwick instruments. The
influent sampler temperature was 5 degrees C and the effluent sampler temperature was 3 '/2
degrees C.
8. Discharge Monitoring Reports (DMR's) for the period October 2010 through November 2011
were reviewed for compliance with permit limits and monitoring requirements. There were no
other violations listed for the review period.
9. Commercial lab results, chain of custody records, and bench sheets were compared with data
submitted on the DMR for the month of November 2011, No discrepancies were noted.
Stormwater Permit NCG110080
10. Inspection of the stormwater outfalls and plant site was conducted at the same time as the CEI
for the Water Reclamation Facility. Permit NCG110080 was reissued and became effective on
June 01, 2008 and will expire on May 31, 2013.
11. There are six stormwater outfalls listed for the facility:
a. Stormwater Outfall 001 consists of drainage from the return sludge pump station; on -site
generator area, chlorine contact chamber and effluent pump station. Flow is conveyed
by concrete pipe and discharges to a small drainage ditch behind the on -site generator
and tertiary filter structure. There was no discharge and no water in the drainage ditch at
the time of inspection.
b. Stormwater Outfall 002 receives drainage from the grassy area in front of oxidation basin
number 1, the area in front of the aerobic digester; chemical feed building, the area
around the sludge holding tanks and the sludge loading station. These combined flows

Little Creek WRF CEI
Page 3
discharge into a small ditch. There was no discharge at the time of inspection. Water in
the ditch appeared clear.
c. Stormwater Outfall 003 receives flow from the on -site generator and fuel tank behind the
operations building, and area near the aerobic digester. The combined flows discharge
to low lying area across from the right side of the operations building. Water in the low
lying area appeared clear.
d. Stormwater Outfall 004 receives flow from the parking lot and in front of the operations
building. The discharge point is across the street into a small ditch. There was no water
in the ditch.
e. Stormwater Outfall 005 receives stormwater flow from the area around the influent
pump station and the reclaimed water pump station. Combined flows discharge to a
low-lying area east of the influent pump station. Water at the discharge point
appeared clear.
Stormwater Outfall 006 is located near the tertiary filter structure. The drainage area
around the return sludge pump and secondary clarifier number 1 and 2 discharge into a
sediment trap at Outfall 006. Any water in the sediment trap flows through crushed stone
at the end of the discharge point and into a wooded area. There was no discharge at the
time of inspection.
12. Qualitative monitoring for all outfalls was last conducted on April 27, 2011. There is no vehicle
maintenance done on site. There have been no spills for the 2010-2011 year. The stormwater
pollution prevention control plan was amended in 2009. Annual employee training on spill
prevention and response occurred on December 06, 2011.
I would like to thank James Warren and Leigh Honeycutt time and assistance with this inspection. If
you have any questions about this report or the inspection, please contact me at 919.791.4261.
Sincerely,
Mitch Hayes
Environmental Specialist
Cc: Permit files
Central Files

Compliance Inspection Report
Permit: NCG110080 Effective: 06/01/08 Expiration: 05/31/13 Owner: Town of Clayton
SOC: Effective: Expiration: Facility: Little Creek Water Reclamation
County: Johnston
1000 Durham St
Region: Raleigh
Clayton NC 27520
Contact Person: James O Warren Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name James O Warren Phone: [phone]
On -site representative James O Warren Phone: [phone]
Related Permits:
W00023178 Town of Clayton - Town of Clayton Residuals Land Application
Program
NCO025453 Town of Clayton - Little Creek WWTP
WQCS00110 Town of Clayton - Clayton Collection System
Inspection Date: 12/15/2011 Entry Time: 10:30((}}AM L Exit Time: 01:30 PM z
Primary Inspector: Mitchell S Hayes JV� L4c� k�_R rl�� y � v�' Peo e:J9 9 791-4200
Secondary Inspector(s): i
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Municipal WWTP > 1 MGD, Stormwater Discharge, COC
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
i Storm Water
(See attachment summary)
Page: 1

Permit: NCG110080 Owner - Facility: Town of Clayton
Inspection Date: 12/1512011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
There are 6 Stormwater Outfall5:
Stormwater Outfall 001 consists of drainage from the return sludge pump station; on -site generator area, chlorine contact
chamber and effluent pump station. Flow is conveyed by concrete pipe and discharges to a small drainage ditch behind
the on -site generator and tertiary filter structure. There was no discharge and no water in the drainage ditch at the time of
inspection.
Stormwater Outfall 002 receives drainage from the grassy area in front of oxidation basin number 1, the area in front of
the aerobic digester; chemical feed building, the area around the sludge holding tanks and the sludge loading station.
These combined flows discharge into a small ditch. There was no discharge at the time of inspection. Water in the ditch
appeared clear.
Stormwater Outfall 003 receives flow from the on -site generator and fuel tank behind the operations building, and area
near the aerobic digester. The combined flows discharge to low lying area across from the right side of the operations
building. Water in the low lying area appeared clear.
Stormwater Outfall 004 receives flow from the parking lot and in front of the operations building. The discharge point is
across the street into,a small ditch. There was no water in the ditch.
Stormwater Outfall 005 receives stormwater flow from the area around the influent pump station and the reclaimed water
pump station. Combined flows discharge to a low-lying area east of the influent pump station. Water at the discharge point
appeared clear.
Stormwater Outfall 006 is located near the tertiary filter structure. The drainage area around the return sludge pump and
secondary clarifier number 1 and 2 discharge into a sediment trap at Outfall 006. Any water in the sediment trap flows
through crushed stone at the end of the discharge point and into a wooded area. There was no discharge at the time of
inspection.
Qualitative monitoring for all outfalls was last conducted on April 27, 2011. There is no vehicle maintenance done on site.
There have been no spills for the 2010-2011 year. The stormwater pollution prevention control plan was amended in
2009. Annual employee training on spill prevention and response occurred on December 06, 2011
Page'. 2

J
I ,.
Permit: NCG110080 Owner -Facility: Town of Clayton
Inspection Date: 1211512011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
■
❑
❑ ❑
# Does the Plan include a General Location (USGS) map?
■
❑
❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
■
❑
❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
■
❑
❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
Cl
❑
■ ❑
# Has the facility evaluated feasible alternatives to current practices?
■
❑
❑ ❑
# Does the facility provide all necessary secondary containment?
■
❑
❑ ❑
# Does the Plan include a BMP summary?
■
❑
❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
■
❑
❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
I ■
❑
❑ ❑
# Does the facility provide and document Employee Training?
■
❑
❑ Cl
# Does the Plan include a list of Responsible Party(s)?
■
❑
❑ ❑
# Is the Plan reviewed and updated annually?
■
❑
❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
■
❑
❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
■
❑
❑ ❑
Comment: There have been no significant spills within the last three years.
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ■ ❑ ❑ ❑
Comment: Monitoring was last completed April 27, 2011.
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ■ ❑ ❑ ❑
# Were all outfalis observed during the inspection? ■ ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ■ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ■ ❑ Cl Cl
Comment:
Page: 3

.Via
NCOENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
R. Stephen Biggs,
Town of Clayton
P.O. Box 879
Town Manager
Clayton, North Carolina 27520
Dear Mr. Biggs:
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director Secretary
February 19, 2010
Subject: Compliance Evaluation inspection
Town of Clayton - Little Creek Water Reclamation Facility
NPDES Permit Number NCO025453
Stormwater Permit Number NCG110080.
Johnston County
On February 17, 2010, Mitch Hayes of the Raleigh Regional Office conducted a compliance
evaluation inspection of the subject facility. The assistance of James Warren, grade WW-4 Operator in
Responsible Charge (ORC), and Leigh Honeycutt was gratefully appreciated. Please find the attached
Basin Wide Information Management System (BIMS) inspection checklist summarizing each inspection.
Below is a list of recommendations and. findings developed from the inspection:
The subject permit expired March 31, 2008 and is currently under review. Please continue to
operate under the last issued permit until a new permit is issued.
2. The 2.5 MGD water reclamation facility consists of the following units: influent head works with a
FRP cover system with a biofilter odor control system with mechanical screening and a vortex
type grit removal system; influent pump station with ultrasonic flow meter with back-up float
alarm; a 214,500 gallon anaerobic basin in front of oxidation basin # 2; a 300,000 gallon anoxic
tank in front of oxidation basin # 2; a 200,000 gallon anoxic in front of oxidation basin # 1; three
(3) secondary clarifiers; two shallow bed DAVCO traveling bridge type tertiary filters; UV
disinfection with back-up chlorination 1 dechlorination; effluent pump station; one 90,000 gallon
aerated digester/sludge stabilization tank-, two - 360,000 gallon sludge holding tanks; sludge
loading station; a sludge thickening building containing a rotary drum thickener; sludge drying
beds; in -plant non -potable water system using reclaimed treated wastewater; a reclaimed water
pump station and transmission force main to the Pine Hollow Golf Course and two on -site
generators to provide back-up power. The clarigester, trickling filter, and secondary clarifier of
the original plant are not in use and are abandoned.
3. At the time of inspection, sludge from the newer aerated sludge holding tank was being pumped
into the other aerated sludge holding tank which was approximately 80% full. Sludge volume in
the other sludge aerated tank was approximately 50% full. All aerators in both sludge holding
tanks were operational. Sludge was being thickened in the rotary drum thickener. Sludge is
expected to be hauled in the next 7 days. Influent in the two oxidation basins was light to
medium brown in color with very little foam. Covers have been placed over the anaerobic
selectrr to prevent odor. All mixers in the anaerobic sections of both basins were operational
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Intemet: www.ncwalerg6ality.org 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
Location: 3800 Barrett Drive Raleigh, NC 27609 One
NprthCarolina
An Equal Opportunity/Affirmative Action Employer — 50% Recycledl10% Past Consumer Paper J�'}�tll1,�1 //Y

Little Creek WRF CEI
Page 2
with no dead spots. The #1 secondary clarifier was not in use due to low inflow. There was no
foam noted in secondary clarifier #2 or #3. Sludge blanket in #2 clarifier was %2 foot and 5 feet in
clarifier #3. Both clarifiers have 14 foot sidewall depths. Effluent in the wet well at the tertiary
filters appeared clear with no foam. Mr. Warren stated that the sand in the tertiary filters will be
replaced this year. The sludge drying beds had no sludge in them.
4. Biosolids are land applied under the Town of Clayton Land Application Permit WQ0023178. The
permit will expire September 30, 2012. Granville Farms is designated the back-up hauler to land
apply biosolids under the GFI Residuals Land Application Program under permit WQ0000838.
5. In -plant non -potable water using treated wastewater effluent is utilized throughout the plant
under permit W00022224. The reuse generation distribution line and pump station with force
main to the Pine Hollow Golf Course is covered under permit W00024223. Both permits will
expire September 19, 2014. Reuse, reclaim water, and land application permits are currently
managed by the Aquifer Protection Section.
6. The laboratory was checked in a cursory manner_ All instrument calibration logs are being
maintained in a log book. Fecal coliform bath temperature was 44.5 degrees C and the
laboratory refrigerator was 2.5 degrees C. BOD incubator temperature was 20.0 C. The influent
and effluent flow meters were calibrated May 1, 2009 by Chadwick Instruments. The influent
sampler temperature was 4 degrees C and the effluent sampler temperature was 4 degrees C.
7. Discharge Monitoring Reports (DMR's) for the period September 2008 through October 2009
were reviewed for compliance with permit limits and monitoring requirements. Permit monthly
flow limit was exceeded by 1.5% for March 2009. There were no other violations listed for the
review period.
8. Commercial lab results, chain of custody records, and bench sheets were compared with data
submitted on the DMR for the month of December 2009. No discrepancies were noted.
Stormwater Permit NCG110080
9. Inspection of the stormwater outfalls and plant site was conducted at the same time as the CEI
for the Water Reclamation Facility. Permit NCG110080 was reissued and became effective on
June 01, 2008 and will expire on May 31, 2013,
10. There are six stormwater outfalis listed for the facility:
a. Stormwater Outfall 001 consists of drainage from the return sludge pump station; on -site
generator area, chlorine contact chamber and effluent pump station. Flow is conveyed
by concrete pipe and discharges to a small drainage ditch behind the on -site generator
and tertiary filter structure. There was no discharge at the time of inspection. Water in
the drainage ditch appeared clear.
b. Stormwater Outfall 002 receives drainage from the grassy area in front of oxidation basin
number 1, the area in front of the aerobic digester; chemical feed building, the area
around the sludge holding tanks and the sludge loading station. These combined flows
discharge into a small ditch. There was no discharge at the time of inspection. Water in
the ditch appeared clear.
c. Stormwater Outfall 003 receives flow from the on -site generator and fuel tank behind the
operations building, and area near the aerobic digester. The combined flows discharge
to low lying area across from the right side of the operations building. Water in the low
lying area appeared clear.

Little Creek WRF CEI
Page 3
d. Stormwater Outfall 004 receives flow from the parking lot and in front of the operations
building. The discharge point is across the street into a small ditch. Water in the ditch
appeared clear.
e. Stormwater Outfall 005 receives stormwater flow from the area around the influent
pump station and the reclaimed water pump station. Combined flows discharge to a
low-lying area east of the influent pump station. Water at the discharge point
appeared clear.
Stormwater Outfall 006 is located near the tertiary filter structure. The drainage area
around the return sludge pump and secondary clarifier number 1 and 2 discharge into
outfall 006. At the time of inspection a sediment trap had been constructed from crushed
stone in front of the discharge point. Outfall 006 discharges into a wooded area. There
was no discharge at the time of inspection.
11. Qualitative monitoring for all outfalls was conducted on March 26, 2009 and December 01,
2009. There is no vehicle maintenance done on site. There have been no spills for the 2008-
2009 year. The stormwater pollution prevention control plan was amended in 2009. Annual
employee training on spill prevention and response occurred on May 01, 2009.
I would like to thank James Warren and Leigh Honeycutt time and assistance with this inspection. If
you have any questions about this report or the inspection, please contact me at 919.791.4261.
Sincerely,
Mitch Hayes
Environmental Specialist
Cc-P_ermit-files,
Central Files

Permit: NCG110080
SOC:
County: Johnston
Region: Raleigh
Compliance Inspection Report
Effective: 06/01/08 Expiration: 05/31/13 Owner: Town of Clayton
Effective: Expiration: Facility: Little Creek Water Reclamation
1000 Durham St
Contact Person: James O Warren
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(S):
On -Site Representative(s):
24 hour contact name
On -site representative
Related Permits:
Clayton NC 27520
Title: Phone: [phone]
Certification: Phone:
James O Warren Phone: [phone]
James O Warren Phone: [phone]
WQ0022224 Town of Clayton - Little Creek WWTP
WQCS00060 Johnston County Department Of Public Utilities - Johnston County
Collection System
W00023178 Town of Clayton - Town of Clayton Residuals Land Application
Program
WQCS00110 Town of Clayton - Clayton Collection System
NCO025453 Town of Clayton - Little Creek WWTP
Inspection Date: 02/17/2009 Entry Time: 10:00 AM Exit Time: 12A5 PM
Primary Inspector: Mitchell S Hayes ��dG��,15 Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Municipal WWTP > 1 MGD, Stormwater Discharge, COC
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

.r
Permit: NCG110080 Owner - Facility: Town of Clayton
Inspection Date: 02/17/2009 Inspection Type: Compiiance Evaluation Reason for Visit: Routine
Inspection Summary:
There are six stormwater outfalls listed for the facility:
a) Stormwater Outfall 001 consists of drainage from the return sludge pump station; on -site generator area, chlorine
contact chamber and effluent pump station. Flow is conveyed by concrete pipe and discharges to a small drainage ditch
behind the on -site generator and tertiary filter structure. There was no discharge at the time of inspection. Water in the
drainage ditch appeared clear.
b) Stormwater Outfall 002 receives drainage from the grassy area in front of oxidation basin number 1, the area in front of
the aerobic digester; chemical feed building, the area around the sludge holding tanks and the sludge loading station.
These combined flows discharge into a small ditch. There was no discharge at the time of inspection. Water in the ditch
appeared clear.
c) Stormwater Outfall 003 receives flow from the on -site generator and fuel tank behind the operations building, and area
near the aerobic digester. The combined flows discharge to low lying area across from the right side of the operations
building, Water in the low lying area appeared clear.
d) Stormwater Outfall 004 receives flow from the parking lot and in front of the operations building. The discharge point is
across the street into a small ditch. Water in the ditch appeared clear.
e) Stormwater Outfall 005 receives stormwater flow from the area around the influent pump station and the reclaimed
water pump station. Combined flows discharge to a low-lying area east of the influent pump station. Water at the
discharge point appeared clear.
f) Stormwater Outfall 006 is located near the tertiary filter structure. The drainage area around the return sludge pump and
secondary clarifier number 1 and 2 discharge into outfall 006. At the time of inspection a sediment trap had been
constructed from crushed stone in front of the discharge point. Outfall 006 discharges into a wooded area. There was no
discharge at the time of inspection.
Qualitative monitoring for all outfalls was conducted on March 26, 2009 and December 01, 2009. There is no vehicle
maintenance done on site. There have been no spills for the 2008-2009 year. The stormwater pollution prevention control
plan was amended in 2009. Annual employee training on spill prevention and response occurred on May 01, 2009.
Page: 2

Permit: NCG110080 Owner - Facility: Town of Clayton
Inspection Date: 02/17/2009 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
■
❑ ❑
❑
# Does the Plan include a General Location (USGS) map?
■
❑ ❑
❑
# Does the Plan include a "Narrative Description of Practices"?
■
❑ ❑
❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
■
❑ Cl
Cl
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑
❑ ■
❑
# Has the facility evaluated feasible alternatives to current practices?
■
❑ ❑
❑
# Does the facility provide all necessary secondary containment?
■
❑ ❑
❑
# Does the Plan include a BMP summary?
■
❑ ❑
❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
■
❑ ❑
❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
■
❑ ❑
❑
# Does the facility provide and document Employee Training?
■
❑ ❑
❑
# Does the Plan include a list of Responsible Party(s)?
■
❑ ❑
❑
# Is the Plan reviewed and updated annually?
■
❑ ❑
❑
# Does the Plan include a Stormwater Facility Inspection Program?
■
Cl ❑
❑
Has the Stormwater Pollution Prevention Plan been implemented?
■
❑ ❑
❑
Comment: There have been no sgnificant spill during the last three years.
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ■ ❑ ❑ ❑
Comment: Qualitative monitoring was completed for all outfalls March 26, 2009 and
December 01, 2009.
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site?
EDOO
# Were all outtalls observed during the inspection?
■ ❑
❑
❑
# If the facility has representative outfall status, is it properly documented by the Division?
❑ ❑
■
❑
# Has the facility evaluated all illicit (non stormwater) discharges?
■ ❑
❑
❑
Comment:
Page: 3

�DF W A T SRO
Michael F. Easley, Governor
p 1 `C
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 10, 2008
Mr. R. Stephen Biggs,
Town of Clayton
P.O. Box 879
Town Manager
Clayton, North Carolina 27520
Subject: Compliance Evaluation Inspection
Town of Clayton Little Creek WRF
NPDES Permit No. NCO025453
Stormwater Permit NCG 110080
Johnston County
Dear Mr. Biggs:
Coleen H. Sullins, Director
Division of Water Quality
On December 17, 2007 Mitch Hayes of the Raleigh Regional Office conducted a compliance
evaluation inspection of the subject facility. The assistance of James Warren grade WW-4 Operator in
Responsible Charge (ORC) with this inspection was gratefully appreciated. Please find the attached
Basin Wide Information Management System (BMIS) inspection checklist summarizing each
inspection. Below is a list of recommendations and findings developed from the inspection:
1. The subject permit was modified and became effective November 01, 2006 and will expire
March 31, 2008. A permit renewal application was received on October 11, 2007 and is currently
under review. Please continue to operate under the last issued permit until a new permit is issued.
2. The 2.5 MGD water reclamation facility consists of the following units: influent head works with
a FRP cover system and odor control system including mechanical screening and a vortex type
grit removal system; influent pump station with ultrasonic flow meter with back-up float alarm; a
new 214,500 gallon anaerobic basin in front of oxidation basin # 2; a new 300,000 gallon anoxic
tank in front of oxidation basin # 2; a new 200,000 gallon anoxic in front of oxidation basin # 1;
three (3) secondary clarifiers; two shallow bed DAVCO traveling bridge type tertiary filters; LTV
disinfection with back-up chlorination / dechlorination; effluent pump station; one existing
90,000 gallon aerated digester/sludge stabilization tank; one new aerated 360,000 gallon sludge
holding tank; one existing aerated 360,000 gallon sludge holding tank; sludge loading station; a
new sludge thickening building containing a rotary drum thickener; sludge drying bcds; in -plant
non -potable water system using reclaimed treated wastewater; a reclaimed water pump station
and transmission force main to the Pine Hollow Golf Course (scheduled completion 02/06/2008)
and two on -site generators to provide back-up power. The clerigester, trickling filter, and
secondary clarifier of the original plant are not in use and are abandoned.
3. At the time of inspection, the aerated digester was being used to store scum from the clarifiers.
The two aerated sludge holding tanks were approximately 50% full. Sludge hauling was to begin
early January 2008. Clarifier # I was offline due to low influent flow. Sludge judge readings for
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone (919) 791,4200 Customer Service
Intemet www.ncwaterQu-a1i!y.org 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone],877.623,6748
An Equal Opportunity/Affimiative Action Employer — 50% RecMcled110% Post Consumer Paper

Little Creek WRF CEI
Page 2
clarifier # 2 was 3 feet and clarifier # 3 was 1 foot with both clarifiers having sidewall depths of
14 feet. Effluent appeared clear flowing evenly over the weirs with no blockage. There was no
scum noted in either clarifier. The rotary drum thickener was not being operated at the time of
inspection. Effluent flowing off the tertiary filters appeared clear with no foam or odor. Each
effluent turbine pump is scheduled to be rebuilt. Excavation around the three effluent turbine
pumps has already begun. The effluent discharge pipe was submerged at the time of inspection.
Effluent appeared clear discharging into the Neuse River with no negative impacts.
4. Biosolids are land applied under the Town of Clayton Land Application Permit WQ0023178.
Granville Farms is designated the back-up hauler to land apply biosolids under the GFI Residuals
Land Application Program under permit WQ0000838.
5. In -plant non -potable water using treated wastewater effluent is utilized throughout the plant
under permit WQ0024223. The reuse generation distribution line and pump station with force
main to the Pine Hollow Golf Course is covered under permit WQ22224. Reuse, reclaim water,
and land application permits are currently managed by the Aquifer Protection Section.
6. The laboratory was checked in a cursory manner. All instrument calibration logs are being
maintained on computer. An operator's logbook was available and being maintained. Fecal
coliform bath temperature was 44.6 degrees C and the drying oven temperature was 106 degrees.
The influent and effluent flow meters were calibrated October 07, 2007. Influent sampler
temperature was 2 degrees C. and the effluent sampler temperature was 3 degrees C.
7. Discharge Monitoring Reports (DMR's) for the period December 2006 to September 2007 were
reviewed for compliance with permit limits and -monitoring requirements. The BIMS computer is
flagging monitoring violations for chronic toxicity for 12/2006, 03/2007, 06/2007, and 09/2007.
These violations appear to be caused by using the code THP3B for reporting pass/fail results for
chronic toxicity. Please use the code TGP3B when reporting pass/fail results for chronic toxicity.
Monitoring violation for silver was recorded for 01/2007. A pH value of 73 was recorded
05/07/2007 most likely should have been recorded as 7.3. Total residual chlorine is reported as
exceeding the permit limit on 09/06/2007, 09/27/2007, and 09/28/2007. This is reported under
the column TOTAL RESIDUE parameter code 00500. Currently the Little Creek WRF has'no
parameter listed however, there is a total suspended residue listed. Please clarify and send in an
amended September 2007 DMR. The annual pollutant scan that is attached to the September
2007 DMR list the Total Residual Chlorine (TRC) result as 12 ug/l. The grab sample for the
TRC analyses was taken 08/23/2007 lists the results on the August 2007 DMR as 0.12ug/l.
Please clarify the August 2007 TRC result and send in an amended DMR. There were no other
violations listed for the review period.
8. Commercial lab results, chain of custody records, and bench sheets were compared with data
submitted on the DMR for the month of September 2007. No discrepancies were noted.
Stormwater Permit NCG 110062
9. Inspection of the stormwater outfalls and plant site was conducted at the same time as the CEI
wastewater treatment plant. Permit NCG110062 was issued and became effective on June 27,
2003 and will expire on April 30, 2008.
10. There are six outfalls listed for the facility:
a) Outfa11.001 consists of drainage from the return sludge pump station; on -site generator
area, chlorine contact chamber and effluent pump station. Flow is conveyed by concrete

Little Creek WRF CEI
Page 3
pipe and discharges to a small drainage ditch behind the on -site generator and tertiary
filter structure. There was no discharge at the time of inspection. Water in the drainage
ditch appeared clear.
b) Outfall 002 receives drainage from the grassy area in front of oxidation basin number 1,
the area in front of the aerobic digester; chemical feed building, the area around the
sludge holding tanks and the sludge loading station. These combined flows discharge into
a small ditch. There was no discharge at the time of inspection. Water in the ditch
appeared muddy most likely from recent rains.
c) Outfall 003 receives flow from the on -site generator and fuel tank behind the operations
building, and area near the aerobic digester. The combined flows discharge to low lying
area across from the right side of the operations building.
d) Outfall 004 receives flow from the parking lot and in front of the -operations building.
The discharge point is across the street into a small ditch. There was no discharge at the
time of inspection. There was no water in the ditch.
e) Outfall 005 receives stormwater flow from the area around the influent pump station and
the reclaimed water pump station. Combined flows discharge to a low-lying area east of
the influent pump station. There was no discharge at the time of inspection. Water at the
discharge point appeared clear.
f) Outfall 006 is located near the tertiary filter structure. The drainage area around the return
sludge pump and secondary clarifier number 1 and 2 discharge into outfall 006. At the
time of inspection a sediment trap had been constructed from crushed stone in front of the
discharge point. Outfall 006 discharges into a wooded area. There was no discharge at the
time of inspection.
11. Qualitative monitoring for all outfalls was conducted on June 27, 2007 and December 12, 2007.
There is no vehicle maintenance done on site. There have been no spills for the 2006-2007 year.
The stormwater pollution prevention control plan was amended in 2007. Annual employee
training on spill prevention and response occurred on December 13, 2007.
I would like to thank James Warren for his time and assistance with this inspection. If you have
any question concerning the inspection or the checklists, please contact me at 919.791.4261.
Sincerely,
4 4�(20
Mitch Hayes
Environmental Specialist
Cc: Central Files
Permit Files

Little Creek WRIT' CEI
Page 3
pipe and discharges to a small drainage ditch behind the on -site generator and tertiary
filter structure. There was no discharge at the time of inspection. Water in the drainage
ditch appeared clear.
b) Outfall 002 receives drainage from the grassy area in front of oxidation basin number 1,
the area in front of the aerobic digester; chemical feed building, the area around the
sludge holding tanks and the sludge loading station. These combined flows discharge into
a small ditch. There was no discharge at the time of inspection. Water in the ditch
appeared muddy most likely from recent rains.
c) Outfall 003 receives flow from the on -site generator and fuel tank behind the operations
building, and area near the aerobic digester. The combined flows discharge to low lying
area across from the right side of the operations building.
d) Outfall 004 receives flow from the parking lot and in front of the operations building.
The discharge point is across the street into a small ditch. There was no discharge at the
time of inspection. There was no water in the ditch.
e) Outfall 005 receives stormwater flow from the area around the influent pump station and
the reclaimed water pump station. Combined flows discharge to a low-lying area east of
the influent pump station. There was no discharge at the time of inspection. Water at the
discharge point appeared clear.
f) Outfall 006 is located near the tertiary filter structure. The drainage area around the return
sludge pump and secondary clarifier number 1 and 2 discharge into outfall 006. At the
time of inspection a sediment trap had been constructed from crushed stone in front of the
discharge point. Outfall 006 discharges into a wooded area. There was no discharge at the
time of inspection.
11. Qualitative monitoring for all outfalls was conducted on June 27, 2007 and December 12, 2007.
There is no vehicle maintenance done on site. There have been no spills for the 2006-2007 year.
The stormwater pollution prevention control plan was amended in 2007. Annual employee
training on spill prevention and response occurred on December 13, 2007.
I would like to thank James Warren for his time and assistance with this inspection. If you have
any question concerning the inspection or the checklists, please contact me at 919.791.4261.
Sincerely,
mk'V I e4
Mitch Hayes
Environmental Specialist
Cc: Central Files
Permit Files

Permit:• NCG110080
SOC:
County: Johnston
Region: Raleigh
Compliance Inspection Report
Effective: 04/02/04 Expiration: 04/30/08 Owner: Town of Clayton
Effective: Expiration: Facility: Little Creek Water Reclamation
1000 Durham St
Clayton NC 27520
Contact Person: James O Warren Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name James O Warren Phone: [phone]
On -site representative James O Warren Phone: [phone]
Related Permits:
WQ0022224 Town of Clayton - Little Creek WWTP
NCO025453 Town of Clayton - Little Creek WWTP
Inspection Date: 12l1712007 Ent . e, 09;45 AM„�/ E it Time: 12:25 PM
Primary Inspector: Mitchell S Hayes (/I(,,{i/�P,Y�ijiPhone: 919-791-4200
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Municipal WWTP > 1 MGD, Stormwater Discharge, COC
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
■ Storm Water
(See attachment summary)
Page: 1

Permit: NCG110080 Owner - Facility: Town of Clayton
Inspection Date: 12/17/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
There are six outfalls listed for the facility:
Outfall 001 consists of drainage from the return sludge pump station, on -site generator area, chlorine contact chamber
and effluent pump station. Flow is conveyed by concrete pipe and discharges to a small drainage ditch behind the on -site
generator and tertiary filter structure. There was no discharge at the time of inspection. Water in the drainage ditch
appeared clear.
Outfall 002 receives drainage from the grassy area in front of oxidation basin number 1, the area in front of the aerobic
digester; chemical feed building, the area around the sludge holding tanks and the sludge loading station. These
combined flows discharge into a small ditch. There was no discharge at the time of inspection. Water in the ditch
appeared muddy most likely from recent rains.
Outfall 003 receives flow from the on -site generator and fuel tank behind the operations building, and area near the
aerobic digester. The combined flows discharge to law lying area across from the right side of the operations building.
Outfall 004 receives flow from the parking lot and in front of the operations building. The discharge point is across the
street into a small ditch. There was no discharge at the time of inspection. There was no water in the ditch.
Outfall 005 receives stormwater flow from the area around the influent pump station and the reclaimed water pump
station. Combined flows discharge to a low-lying area east of the influent pump station. There was no discharge at the
time of inspection. Water at the discharge point appeared clear.
Outfall 006 is located near the tertiary filter structure. The drainage area around the return sludge pump and secondary
clarifier number 1 and 2 discharge into outfali 006. At the time of inspection a sediment trap had been constructed from
crushed stone in front of the discharge point. Outfall 006 discharges into a wooded area. There was no discharge at the
time of inspection.
Page: 2

Permit: NCG110080 Owner • Facility: Town of Clayton
Inspection Date: 12/17/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
■
❑
❑
❑
# Does the Plan include a General Location (USGS) map?
■
❑
❑
❑
# Does the Plan include a "Narrative Description of Practices"?
■
❑
❑
❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
■
❑
❑
❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
■
❑
❑
❑
# Has the facility evaluated feasible alternatives to current practices?
■
❑
❑
❑
# Does the facility provide all necessary secondary containment?
■
❑
❑
❑
# Does the Plan include a BMP summary?
■
❑
❑
❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
■
❑
❑
❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
■
❑
❑
❑
# Does the facility provide and document Employee Training?
■
❑
❑
❑
# Does the Plan include a list of Responsible Party(s)?
■
❑
❑
❑
# Is the Plan reviewed and updated annually?
■
❑
❑
❑
# Does the Plan include a Stormwater Facility Inspection Program?
■
❑
❑
❑
Has the Stormwater Pollution Prevention Plan been implemented?
■
❑
❑
❑
Comment: There is no vehicle maintenance done on site. There have been no spills
for the 2006-2007 year. The stormwater pollution prevention control plan was amended
in 2007. Annual employee training on spill prevention and response occurred on
December 13, 2007.
Qualitative Monitoring
Tes
no
nM
NC
Has the facility conducted its Qualitative Monitoring semi-annually?
■
❑
❑
❑
Comment: Qualitative monitoring for all outfalls was conducted on June 27, 2007 and
December 12, 2007.
Permit and Outfalls
Yes
No
NA
NE
# Is a copy of the Permit and the Certificate of Coverage available at the site?
WOOD
# Were all outfalls observed during the inspection?
■
❑
❑
❑
# If the facility has representative outfall status, is it properly documented by the Division?
❑
❑
■
❑
# Has the facility evaluated all illicit (non stormwater) discharges?
■
❑
❑
❑
Comment: There are six stormwater outfalls.
Page: 3

01-08-'08 13;34 FROM-5531541
5531541 T-948 A001/033 F-516
Post-ir Fax Note 7671
Date I p� pause
From J . G�f� IGi7J
COA)epL
COI
Phone M 79 f , q Z (r
Phone #
N-7D p®-1I3-1
FAxi'
Town of Clayton, North Carolina
Stormwater Pollution Prevention Control Plan
Little Creek Water Reclamation Facility
April, 2004
(Amended 2007)

01-08-'08 13:34 FROM-5531541 5531541 T-948 P002/033 F-516
Introduction
The purpose of this document is to comply with the requirements of the Town of Clayton's
NPDES Stormwater General Permit No. NCG110000, This plan will address the different means
used to manage, operate and react to minimize the likelihood of storm water pollution.

01-08-'08 13:34 FROM-5531541 7")wn � 31541 1-948 P003/033 F-516
C /A)9
Site Plan (,,/Te
I� G Cr I I '�veo
The purpose of the site plan is to provide a description of the physical facility and the
potential pollutant sources that may be expected to contribute to contamination of
stormwater discharges.
A general location map and a site -specific neap are included in the appendix.
The Tittle Creek Water Reclamation Facility treats domestic wastewater from the Town
of Clayton and a few areas in Johnston County. The facility is a state of the art facility
using an oxidation ditch process with biological nutrient removal and tertiary filtration.
All the wastewater is contained within the facility and treatment structures are above the
hundred -year flood plain.
Several chemicals are used in the process and stared on the facility. Polymer ( aqueous
solution, C.A.S. # 42751-79-1) is used for sludge thickening and clarifier settling
enhancement. Typically less than 200 gallons will be on -site at any time, and is stored in
the chemical feed building. The chemical feed building drains into the return sludge
system. Aluminum Sulfate ( 50% aqueous solution, C. A. S. # 10043-01-3) used for
phosphorus removal, Magnesium Hydroxide (--60% aqueous solution, C.A.S. # 01309-
42-8) used for pH adjustment, and Bioxide (Calcium Nitrate, — 60% aqueous solution,
C.A.S. # 15245-12-2) used for odor control are stored in a bulk tanks in a concrete
secondary containment area behind the chemical feed building. The containment area
drains into the return sludge system. Sodium hypochlorite and sodium bisulfate are stored
in 55-gallon drums in the chlorine building that also drains into the return sludge system.
Typically there will be less than 100 gallon of either chemical on -site.
The facility has six storm water discharge points:
Point 01, is located in the southeast comer of the facility behind the emergency generator.
This outfall serves the clarifiers, emergency generator, return sludge pump station,
tertiary filters, contact chamber, and effluent pump station. As such, this area could
expect releases of treated or partially treated wastewater from the process tanks, or a spill
from the transfer of fuel into the double lined diesel fuel tank. All of the process systems
and diesel fuel tank are equipped with alarm systems to reduce the possibilities of
unwanted spills or discharges.
Point 02, is located on the southeast side of the facility behind the future number two
holding tank. This outfall serves the chemical feed building, tank farm, several process
tanks, and the sludge holding tanks. As such, this area could be impacted from spills from
chemical transfer into the tank farm or the unloading of drums form motor carriers, along
with the possibilities of spills from the biosolids tanks. Tank volumes are monitored
several times per day and recorded daily on the log sheet. In addition, the truck loading
station for biosolids disposal has a drain back into the process.

01-08-' 08 13:34 FROM-5531541 5531541 T-948 P004/033 F-516
Point 03, is located on the south side of the plant right across from the operations and lab
building. This outfall serves the area between the operations building and aerobic
digester_ As such, the two areas of concern would involve the off loading of diesel fuel,
and possible spills from a tank overflow from the aerobic digester. The diesel fuel tank
has a secondary containment and the aerobic digesters level is monitored frequently and
recorded daily.
Point 04 is located directly across from the operations and lab building. This outfall
serves the area around the front door of the lab and employee parking lot. This outfall has
a very low potential for problems.
Point 05 is located on the south side of the plant near the influent purnp station. This
outfall serves the area around the influent pump station, the trickling filter lift station, and
the remnants of the old trickling filter plant. As such, the major concern for this outfall is
an overflow from the influent pump station. This station has alarms and telemetry to
safeguard the system.
Point Ob is located next on the east side of the filter structure. This outfall serves the area
around the clarifiers and return sludge station. This outfall has a very low potential for
problems.
A visual inspection of all stormwater discharge points during dry weather has confirmed
that there are no non-stormwater discharges present from this facility. Because of this, no
laboratory testing was necessary for this site. Certification of this action is found at the
end of this document.

01-08-'08 13:34 FROM-5531541 5531541 T-948 P005/033 F-516
Technical and Economic Feasibility Study
A teeWcal and economic feasibility study was conducted in February 2005. Areas of
concern were storage of materials, material handling, vehicle servicing, vehicle washing,
and vehicle fueling. The following findings were made:
Storage of materials: The following are chemicals are stored outside. Aluminum Sulfate (
50% aqueous solution, C. A. S. # 10043-01-3) used for phosphorus removal, Magnesium
Hydroxide (---60% aqueous solution, C.A.S. # 01309-42-8) used for pH adjustment, and
Bi.oxide (Calcium Nitrate, M 60% aqueous solution, C.A.S. # 15245-12-2) used for odor
control are stored in a bulk tanks in a concrete secondary containment area behind the
chemical feed building. This containment area drains into the return sludge system.
Emergency generator number one has a 1000-gallon tank with a metal secondary
containment system, and generator number two has a 3000-gallon double walled tank
with an electronic monitoring system to identify a compromised inner vessel. Process
tanks are uncovered, however they are designed to prevent overflow situations or have
alarms to warm of problems. As part of this study a rain shield is being added to the 1000
gallon diesel storage tank.
Material Handling Operations: The liquid biosolids are transferred into tanker trucks via a
pump system from the 400,000-gallon tank that includes a containment drain, which
drains into the return sludge. Waste activated sludge and clarifier scum are transferred
into the 100,000-gallon aerobic digester. Audible and visual alarms are being installed on
these tanks as part of this project. Chemical handling via tanker and tractor -trailer are
periodically carried out on site and personnel will be trained on spill prevention and
containment.
Vehicle Servicing Operations: There is no vehicle servicing operations on the site,
Vehicle Washing: Vehicle washing while infrequent will occur in the area next to the
sludge holding tank where it will be drained into the process.
Vehicle Fueling: Vehicle fueling is not applicable to this site.
Secondary Containment
As mentioned above there are three places where the facility utilizes secondary
containment. The chemical storage area has a concrete retaining structure with a manual

01-08-'08 13:34 FROM-5531541 5531541 T-948 P006/033 F-516
drain valve. The 1000-gallon diesel fuel tank has a metal containment basin around the
tank with an alarm system and manual drain. The 3000-galIon diesel fuel tank is,a double
walled tank with an internal alarm system.
Best Manaament_Practices (BMPs)
The Little Creek Water Reclamation, Facility uses a vegetative strip filter for stormwater
management. This strip is approximately 15 feet at discharge point 05 to more than two
hundred feet at discharge point 01. There are currently no plans to install additional
control structures. Plant staff and vendors have received training in spill prevention and
cleanup.

01-08-'08 13:35 FROM-5531541 5521542 T-948 P007/033 P-516
Spill Prevention and Response
Spill Prevention
The Town. of Clayton believes that spill prevention is a priority in our day-to-day
operations. A good deal of attention is placed on the storage and handling of materials on
site. Storage of materials on -site represents only a slight chance of environmental impacts
from stormwater runoff. Operationally the greatest risks of negative impacts would come
from: dewatering operations, biosolids truck loading, filling of digesters, and an influent
structure overflow. Spills that would occur due to biosolids handling would be contained
by the drain system that returns material into the splitter box. Influent structure overflows
are minimized through alarms and operating procedures. Chemical spills during off
loading are rare and should not represent a substantial hazard due to the level of training
by plant staff and the transportation personnel.
Spill Remediation
Training of staff is key to the proper remediation of a spilled substance. The technique of
spill cleanup differs based upon what is spilled and where it occurs. Two general methods
of spill cleanup are listed below:
On a hard or soft surface. (ie. ashphalt , concrete)
1. Immediately place sand berms or absorbent berms to keep the material from
spreading.
2. Use adsorbent material or suction equipment to soak up or remove the material.
3. Remove the absorbent material, along with the berms. Disposal of the materials
will be based upon adherence to federal and state regulations. Most materials on
the site can be sent to the landfill or treated in the system. Be sure that the area is
left in its original state.
4. If the spill occurs on the ground remove the affected soil and treat as above.
Replace the necessary ground cover and return area to its original state.
If the potential pollutant makes it into a storm drain;
1. Dam the spill way downstream as quickly as possible.
2. Once it is contained pump the material back into the site for disposal.
3. Flush affected area with water and pump material back into headworks.
4. Remove material used for damming and dispose of properly.

01-08-'08 13:35 FROM-5531541 5532541 T-948 P008/033 F-516
The annual training will re-emphasize the persons responsible and in, charge of
implementing the spill response plan, and the location of equipment to be used in the
event of a spill.
Such equipment is as follows (but not limited to):
1. Case tractor
2. Absorbent material
3. Shovels
4. Squeegees
5. Personal protective equipment
6. Brooms
Preventative Maintenance and Good Housekeeping
Normal plant operations require daily, weekly, and monthly inspections of all the various
equipment used at the WRF. These inspections are noted in a variety of logs kept at the
WRF.
A semi-annual inspection schedule of the stormwater infrastructure itself began in 2004,
and logs will be kept at the WRF.
Responsible Part
The WRF Superintendent for the Town of Clayton shall be the responsible party for the
overall coordination, development, implementation and revision to the Stotmwater
Pollution Prevention Plan
As such, the following is certification that the stormwater outfalls have been evaluated
for the presence of non-stormwater discharges.
" I certify, under penalty of law, that this document and all attachments were prepared
under my direction, or supervision in accordance with a system designed to assure that
qualified personnel properly gathered and evaluated the information submitted. Based
upon my inquiry of the person or persons who managed the system, or those persons
directly responsible for gathering the information, the information submitted is, to the
best of my knowledge and belief , true, accurate, and complete. 1 am aware that there are
significant penalties for submitting false information, including the possibility of fines
and imprisonment for knowing violations."
Jame W en, WRF Superintendent
IT of Clayton, North Carolina

01•-08-'08 13:35 FROM-5531541 5531541 T-948 P009/033 F-516
Spill Prevention and Response Training
Date:
Name:
I f 3 -, -7
Signature- Supervisor i
S
Signature- Supervisor i
S

r�
OF WArFR
Michael P. Easley, Governor
O� QG �
� William G. Ross, Jr., Secretary
r North Carolina Depanment of Environment and Natural Resources
-� Alan W. Klimek, P.E., Director
Division of Water Quality
November 9, 2005
Mr. Steven Biggs, Town Manager
Town of Clayton
P.O. Box 879
Clayton, North Carolina 27520
Subject: Compliance Evaluation inspection
Little Creek Water Reclamation Facility
Stormwater Permit NCG110080
Johnston County
Dear Mr. Biggs:
Mitch Hayes of the Raleigh Regional Office conducted the subject inspection October 14,
2005. The inspection was conducted in conjunction with the Water Reclamation Facility (WRF)
compliance evaluation inspection (CEI). The date listed in the Little Creek WRF CEI
correspondence was incorrectly listed as October 5, 2005. The cooperation of James Warren,
Grade IV ORC, during the inspection was appreciated. Please find the attached Basin Wide
Information Management System (BIMS) inspection checklist summarizing the inspection.
If you have any questions concerning this report or the inspection, please contact me at
919.791.4200.
Sincerely,
Mitch Hayes
Environmental Technician
Cc: Central Files
PAC
Nor hCarolina
,ivrrturally
North Carolina Division of Water Quality 1617 Mail service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone].623.6748
An Equal Opportunity/Affirmative Action Empioyer - 50% Recycled110% Post Consumer Paper

4
United States Environmental Protection Agency
Form Approved.
EPA Mshington, D.C. 20460
OMB No 2040-0057
Water Compliance Inspection Report
Approval expires 831-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/molday Inspection Type Inspector Fac Type
20 I
1 J,. 2 1 51 31 NC�311I)OPQ 11 121 05/1-7/1 117 18( i 19I y+ J
U J ! J
Remarks
21 1 1 1 1 1 1 1 1 1 6
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 CA ----------------Reserved --------- -----
671 169 70 L"1 71 11 72 U 73 W 74 751 I I 1 I I I 80
Section B: Facility Data
Name and Location of Facility Inspected For Industrial Users discharging to POTW, also include
POTW name and NPDES permit Number�
Entry TimelDate
Permit Effective Date
Li r.� _e Ct'e�k S•la Crx Recl.,ur,,liur.
11:00 'A OS/lj /14
04/44/02
Exit Time/Date
Permit Expiration Date
10W ,uraam St
Cla•;ton Nl� 2 7�20
12:3U PM ,./i011.i
oe/04/30
Name(s) of Onsite Representative(s)/Ttles(s)lPhone and Fax Number(s)
Other Facility Data
Name, Address of Responsible OfficialRtlelPhone and Fax Number
Contacted
.hm^n n PJnrren, „r,Po Pr.: F79 ,^Ie--yt.r.n IJC 1 F�B
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Records/Reports Self -Monitoring Program E Facility Site Review
Effluent/Receiving Waters N Storm Water
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
&)
Name(s) and Signatures) of Ins ctor(s) Agency/Office/Phone and Fax Numbers Date
ili::cnai .,
Signature of ge nt rfX Re er Agency/Office/Phone and Fax Numbers Date
rr!!
EPA Form 3560ARev 9-94) Previous editions are obsolete.

NPDES yr/mo/day Inspection Type (cont,
$12, - -Ll�114 17 18
Section D: Summary of Finding/Comments (Attach additional)
dditiona)sheets of narrative and checklists as necessary)
'AVITP hnr, rrI .: i , i gyla-,- -1 n I f&.,aT n r -y ir. tn I I r; . i v i r,,; nlxf�aTr r�,-.n n.): h,�,�n
-­14 n i f ; n r r, nfun r c- r <4. i rej, ,i: , a t I I- f -I I W.-I �.c_ r f 10t. 'n.rl ll.I�L,:I' r -,ne.-irnd ::Inar. Tno.
6L)'JUJ�!t-'. 5i1_ li-_-�. I-C, hnlj- 1e11
L Si 1L, 1 �..v j L 1-k-
F�l aL 4 :,I, t T:,: the -.1 i L:S , 3'" Ceel-1 S 1).j Ml r , a t' C 21 C -A., - I'lS .1 re rig :a edl tack
t:' the lie ad ': t the }),ant. CJ11 are r
iu rn , fj --.5 1.1 L C.rl a t i' H L: e n C, L E- e :7 3 t E -I 'Y . E-_,th Zi L
c.--n-­4inment. Alurn ar.d m,gr.-sium hous-i ir," 2e pe--at- bu, _,dings.
-11 watc - permit beinc ric �5t:.:�rr.,War:er Pc�_'Iutior. Lli7evenzir, Pr­/Fnr c-ri illan is _�_, t:, jir­
t: n, i :onaitic� a--- b Me
I .:I% i �i I I t a t Iv e ,aj r, r ; nq io.- t: rj i r

Permit: NCG110080
Inspection Date: 10/1412005
Owner - Facility: Little Creek Water Reclamation
Inspection Type: Compliance Evaluation
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application? ❑
❑
■
❑
Is the facility as described in the permit?
■
❑
❑
❑
Are there any special conditions for the permit?
■
❑
❑
❑
Is access to the plant site restricted to the general public?
■
❑
❑
Cl
Is the inspector granted access to all areas for inspection?
■
❑
❑
❑
Comment: Upggrades to the plant have been completed since 0612002. Another expansion to the plant has already
began. All BVIR are in place.
Record Keeein9
Yes No NA
NE
Are records kept and maintained as required by the permit?
■ ❑ ❑
❑
Is all required information readily available, complete and current?
■ ❑ ❑
❑
Are all records ma+ntained for 3 years (lab. reg. required 5 years)?
■ ❑ ❑
❑
Are analytical results consistent with data reported on Di
■ ❑ ❑
❑
Is the chain -of -custody complete?
■ ❑ ❑
❑
Dates, times and tocatbn of sampling
■
Name of Individual performing the sampling
■
Results of analysis and calibration
■
Dates of analysis
■
Name of person performing analyses
■
Transported COCs
❑
Are DMRs complete: do they include all permit parameters?
❑ ❑ ■
❑
Has the facility submitted its annual compliance report to users and DWQ?
■ ❑ ❑
❑
(If the facility is = or > 5 MGD permitted flow) Do they operate 2417 with a certified operator on each shift?
❑ ❑ ■
❑
Is the ORC visitation log available and current?
■ ❑ ❑
❑
Is the ORC certified at grade equal to or higher than the facility classification?
■ ❑ ❑
❑
Is the backup operator certified at one grade less or greater than the facility classification?
■ ❑ ❑
❑
Is a copy of the current NPDES permit available on site?
■ ❑ ❑
❑
Facility has copy of previous years Annual Report on file for review?
■ ❑ ❑
❑
Comment: Qualitative monitoring is only required.
Effluent Sampling
Yes No NA
NE
Is composite sampling flow proportional?
❑ ❑ ■
❑
Is sample collected below all treatment units?
❑ ❑ ■
❑
Is proper volume collected?
❑ ❑ ■
❑
Is the tubing clean?
❑ ❑ ■
❑
Is proper temperature set for sample storage (kept at 1.0 to 4.4 degrees Celsius)?
0 ❑ ■
❑
Is the facility sampling performed as required by the permit (frequency, sampling type representative)?
❑ ❑ ■
❑
Comment: Qualitative monitoring is only required.
Effluent Pipe
Yes No NA
NE
Is right of way to the outfall properly maintained?
■ ❑ ❑
❑
Are the receiving water free of foam other than trace amounts and other debris?
■ ❑ ❑
Cl
If effluent (diffuser pipes are required) are they operating properly?
■ ❑ ❑
❑
Comment: All discharge outfalls could be seen

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Alan W. Klimek, Director
April 2. 2004
Mr. James Warren
Town of Clayton
I I I Second Street
Clayton, North Carolina 27520
Owft% A00=%
NCDENF1
NORTH CAROLINA DEPARTMENT OR
ENVIRONMENT AND NATURAL RE50URCE5
Subject: General Permit No. NCG110000
Little Creek Water Reclamation Facility
COC NCG 110080
Johnston County
Dear Mr. Warren:
In accordance with your application for discharge permit received on March 17, 2004, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state - NPDES
general permit. This permit is issued pursuant to the requirements of North Carolina General Statute
143-215. t and the Memorandum of Agreement between North Carolina and the US Environmental
Protection agency dated May 9, 1994 (or as subsequently amended).
If any parts, measurement frequencies, or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual
permit application. Unless such demand is made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the
Division of Water Quality. The Division of Water Quality may require modification or revocation and
reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required
by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act, or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Ken Pickle at telephone number
[phone] ext. 584.
cc: Raleigh Regional Office
Central Files
Stormwater and General Permits Unit Files
swu-259-011001
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
Sincerely,
ORIGINAL SIGNED BY
WILLIAM G. MILLS
Alan W. Klimek, P. E.
�Jt
L
Telephone [phone]�19L U; I ILL
50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG110000
CERTIFICATE OF COVERAGE No. NCGI10080
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Town of., Clayton
is hereby authorized to discharge stormwater from a facility located at
Little Creek Water Reclamation Facility
1000 Durham Street
Clayton, North Carolina
Johnston County
to rcceiving waters designated as Little Creek, a class C NSW water in the Neuse River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, I1, 1I1,
IV, V, and VI of General Permit No. NCG1 10000 as attached.
This certificate of coverage shall become effective April 2, 2004,
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 2, 2004.
ORIGINAL SIGNED BY
WILLIAM G. MILLS
Alan W. Klimek, Director
Division of Water Quality
By Authority of the Environmental Management Commission

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Copyright(C) 1997, Maptech, Inc.

i State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michadl F. Easley, Governor
William G. Ross Jr., Secretary
Alan W. Klimek, Director
A pri 12. 2004
Mr. James Warren
Town of Clayton
11 I Second Street
Clayton, North Carolina 27520
Subject: General Permit No. NCG 110000
Little Creek Water Reclamation Facility
COC NCG110080
Johnston County
Dear Mr. Warren:
In accordance with your application for discharge permit received on March 17, 2004, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state - NPDES
general permit. This permit is issued pursuant to the requirements of North Carolina General Statute
143-215-1 and the Memorandum of Agreement between North Carolina and the US Environmental
Protection agency dated May 9, 1994 (or as subsequently amended).
If any parts, measurement frequencies, or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual
permit application. Unless such demand is made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the
Division of Water Quality- The Division of Water Quality may require modification or revocation and
reissuance of the certificate of coverage -
This permit does not affect the legal requirements to obtain other permits which may be required
by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act, or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Ken Pickle at telephone number
[phone] ext. 584.
Sincerely,
ORIGINAL SIGNED BY
WILLIAM C. MILLS
Alan W. Klimek, P. E.
cc: Raleigh Regional Office
Central Files
Stormwater and General Permits Unit Files
S W U-259-61)MI
1617 Mail Service Center, Raleigh, North Carolsna 27699-1617 Telephone [phone]B3 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG110000
CERTIFICATE OF COVERAGE No. NCG110080
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINA,riON SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Town of Clayton
is hereby authorized to discharge stormwater from a facility located at
Little Creek Water Reclamation Facility
1000 Durham Street
Clayton. North Carolina
Johnston County
to receiving waters designated as Little Creek, a class C NSW water in the Neuse River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, 1I, 11I,
IV, V, and VI of General Permit No. NCGI 10000 as attached.
This certificate of coverage shall become effective April 2, 2004.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 2, 2004, ORIGINAL SIGNED BY
WILLIAM C. MILLS
Alan W. Klimek, Director
Division of Water Quality
By Authority of the Fnvironmental Management Commission

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Copyrighl (C) 1997, Maptech, !nc.

6
Markers
Name: Discharge Site - NCG11080
Short Name: Dschrg
Coordinates: 035' 38' 20.7" N, 078' 27' 47.8" W
Comment: Little Creek Water Reclamation Facility, subbasin 03-04-02, Neuse River Basin,
Johnston County, Little Creek, class C NSW, LISGS quad E25NW
NI