HomeMy WebLinkAboutNC0025909_Compliance Evaluation Inspection_20191216
December 16, 2019
Doug Barrick
Town of Rutherfordton
129 N Main St
Rutherfordton, NC 28139
SUBJECT: Compliance Inspection Report
Rutherfordton WWTP
NPDES WW Permit No. NC0025909
Rutherford County
Dear Permittee:
The North Carolina Division of Water Resources conducted an inspection of the Rutherfordton WWTP
on 12/10/2019. This inspection was conducted to verify that the facility is operating in compliance with
the conditions and limitations specified in NPDES WW Permit No. NC0025909. The findings and
comments noted during this inspection are provided in the enclosed copy of the inspection report
entitled "Compliance Inspection Report".
If you should have any questions, please do not hesitate to contact me at 828-296-4686 or via email at
mikal.willmer@ncdenr.gov.
Sincerely,
Mikal Willmer, Environmental Specialist II
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
ATTACHMENTS: Inspection Report
EC: WQS-ARO Server & LF
Suez
G:\WR\WQ\Rutherford\Wastewater\Municipal\Rutherfordton WWTP 25909\Inspections\Inspect. Dec. 10 2019\20191216_NC0025909_CEI
DocuSign Envelope ID: B649F549-9A60-4665-BCC1-B5102F6DB836
EPA
United States Environmental Protection Agency
Washington, D.C. 20460
Water Compliance Inspection Report
Form Approved.
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 N 52 NC0025909 19/12/10 C S31112171819 20
21 66
Inspection Work Days Facility Self-Monitoring Evaluation Rating B1 QA ----------------------Reserved-------------------
N67707172 73 74 75 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)
Rutherfordton WWTP
NC Hwy 221
Rutherfordton NC 28139
Entry Time/Date Permit Effective Date
Exit Time/Date Permit Expiration Date
10:00AM 19/12/10 16/07/01
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
///
Phillip E Reynolds/ORC/828-287-2141/
Other Facility Data
12:00PM 19/12/10 20/07/31
Name, Address of Responsible Official/Title/Phone and Fax Number
Doug Barrick,129 N Main St Rutherfordton NC 28139/Town Manager/828-287-3520/Contacted
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Flow Measurement Operations & Maintenance Records/Reports
Self-Monitoring Program Sludge Handling Disposal Facility Site Review Effluent/Receiving Waters
Laboratory
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s)Agency/Office/Phone and Fax Numbers Date
Mikal Willmer DWR/Division of Water Quality/828-296-4686/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#1
DocuSign Envelope ID: B649F549-9A60-4665-BCC1-B5102F6DB836
12/17/2019
12/17/2019
NPDES yr/mo/day
19/12/10
Inspection Type
C3111218
1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Mikal Willmer, with the Asheville Regional Office, conducted a compliance evaluation inspection of the
Rutherfordton WWTP. This inspection conducted to determine whether the facility is being operated
and maintained in compliance with NPDES Permit No. NC0025909. Phillip Reynolds and Jenny
Faulkner were present and assisted in the inspection.
Overall the facility appeared to be operated and maintained in compliance. The following items were
noted at the time of the inspection.
SCADA: Installed at all lift stations and the WWTP is scheduled to have SCADA installed by the end of
January.
Secondary Clarifier: Both clarifiers have now been sand blasted and epoxy coated and had their weirs
leveled.
Headworks: The screw auger is rated for 1.5 MGD, which is adequate during normal flows; however,
due to I&I within the system, the auger has trouble managing flows and debris during rain events.
Additionally, the facility's next tier is for 3MGD. Should the facility receive regular flows above 1.5 MGD,
the current headworks would be undersized at normal flow. Some of the current debris & grit build up
could be managed with an initial screen and or an additional grit system. Currently grit fills the small
influent trough quickly reducing the flow capacity before flow overtops auger weirs. Staff have adjusted
the high level float to notify them before it bypasses the auger to the manual screen.
Aeration Basin: The damaged liner in the second aeration basin is still in need of repair, as noted in the
previous inspection. It is recommended the solids levels within the basins be monitored periodically
since valving does not exist to waste from the aeration basins.
Aerobic Digester: Wasting is limited due to time needed for settling within the current digester. Staff
have increased application events to twice a year to provide additional wasting capacity. A second
digester or aerated sludge holding tank in future upgrades would allow flexibility in managing system
solids.
Contact Chamber: The second contact chamber was not rehabilitated in 2017/2018.
NC0025909 17 (Cont.)
Page#2
DocuSign Envelope ID: B649F549-9A60-4665-BCC1-B5102F6DB836
Permit:NC0025909
Inspection Date:12/10/2019
Owner - Facility:
Inspection Type:
Rutherfordton WWTP
Compliance Evaluation
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping?
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable
Solids, pH, DO, Sludge Judge, and other that are applicable?
Staff collect mlss from aeration basin, regurlarly check solids within clarifier and routinely
check free chlorine in contact chamber.
Comment:
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?
Is the inspector granted access to all areas for inspection?
No special conditions in permit.Comment:
Influent Sampling Yes No NA NE
# Is composite sampling flow proportional?
Is sample collected above side streams?
Is proper volume collected?
Is the tubing clean?
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees
Celsius)?
Is sampling performed according to the permit?
The influent sampler is set to time composite every 15 minutes. Recommend staff check
sample pull volume to ensure a minimum 100 mL sample volume.
Comment:
Bar Screens Yes No NA NE
Type of bar screen
a.Manual
b.Mechanical
Are the bars adequately screening debris?
Is the screen free of excessive debris?
Is disposal of screening in compliance?
Is the unit in good condition?
Page#3
DocuSign Envelope ID: B649F549-9A60-4665-BCC1-B5102F6DB836
Permit:NC0025909
Inspection Date:12/10/2019
Owner - Facility:
Inspection Type:
Rutherfordton WWTP
Compliance Evaluation
Bar Screens Yes No NA NE
Facility has a screw auger rated for 1.5 MGD and a manual back-up screen. The Town
should continue to assess long-term plans for the headworks. Currently, during rain events,
influent flow exceeds the auger's rating. See summary for additional details.
Comment:
Record Keeping 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 maintained for 3 years (lab. reg. required 5 years)?
Are analytical results consistent with data reported on DMRs?
Is the chain-of-custody complete?
Dates, times and location 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 24/7 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 year's Annual Report on file for review?
All calibration documentation and monitoring data is available on-site. Logbooks appear to
complete and contain all maintenance activities, sampling, and chemical delivery.
Comment:
Equalization Basins Yes No NA NE
Is the basin aerated?
Is the basin free of bypass lines or structures to the natural environment?
Is the basin free of excessive grease?
Are all pumps present?
Are all pumps operable?
Are float controls operable?
Page#4
DocuSign Envelope ID: B649F549-9A60-4665-BCC1-B5102F6DB836
Permit:NC0025909
Inspection Date:12/10/2019
Owner - Facility:
Inspection Type:
Rutherfordton WWTP
Compliance Evaluation
Equalization Basins Yes No NA NE
Are audible and visual alarms operable?
# Is basin size/volume adequate?
EQ basin is not currently in use and primarily contains rain water.Comment:
Aeration Basins Yes No NA NE
Mode of operation Ext. Air
Type of aeration system Surface
Is the basin free of dead spots?
Are surface aerators and mixers operational?
Are the diffusers operational?
Is the foam the proper color for the treatment process?
Does the foam cover less than 25% of the basin’s surface?
Is the DO level acceptable?
Is the DO level acceptable?(1.0 to 3.0 mg/l)
ORC reports the DO is maintained about 3 mg/L in the AB. One or two aerators are run
during the winter and three to four in the summer. Second AB is not in use and is still in
need of repairs. See summary for details.
Comment:
Secondary Clarifier Yes No NA NE
Is the clarifier free of black and odorous wastewater?
Is the site free of excessive buildup of solids in center well of circular clarifier?
Are weirs level?
Is the site free of weir blockage?
Is the site free of evidence of short-circuiting?
Is scum removal adequate?
Is the site free of excessive floating sludge?
Is the drive unit operational?
Is the return rate acceptable (low turbulence)?
Is the overflow clear of excessive solids/pin floc?
Is the sludge blanket level acceptable? (Approximately ¼ of the sidewall depth)
Both clarifiers were recently rehabilitated. Secondary effluent appeared free of solids.Comment:
Pumps-RAS-WAS Yes No NA NE
Are pumps in place?
Page#5
DocuSign Envelope ID: B649F549-9A60-4665-BCC1-B5102F6DB836
Permit:NC0025909
Inspection Date:12/10/2019
Owner - Facility:
Inspection Type:
Rutherfordton WWTP
Compliance Evaluation
Pumps-RAS-WAS Yes No NA NE
Are pumps operational?
Are there adequate spare parts and supplies on site?
Comment:
Aerobic Digester Yes No NA NE
Is the capacity adequate?
Is the mixing adequate?
Is the site free of excessive foaming in the tank?
# Is the odor acceptable?
# Is tankage available for properly waste sludge?
Tank is approximately 441,000 gallons. At current flows, ORC is able to adequately maintain
solids; however, he would like to have digester capacity to waste a little daily. See summary
for details.
Comment:
Chemical Feed Yes No NA NE
Is containment adequate?
Is storage adequate?
Are backup pumps available?
Is the site free of excessive leaking?
Staff maintain a spill kit within the chemical feed room and have a storm drain mat in the
event chemical exits the building.
Comment:
Disinfection-Liquid Yes No NA NE
Is there adequate reserve supply of disinfectant?
(Sodium Hypochlorite) Is pump feed system operational?
Is bulk storage tank containment area adequate? (free of leaks/open drains)
Is the level of chlorine residual acceptable?
Is the contact chamber free of growth, or sludge buildup?
Is there chlorine residual prior to de-chlorination?
ORC checks free chlorine in contact chamber and adjust feed rates as needed.Comment:
De-chlorination Yes No NA NE
Type of system ?Liquid
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
Page#6
DocuSign Envelope ID: B649F549-9A60-4665-BCC1-B5102F6DB836
Permit:NC0025909
Inspection Date:12/10/2019
Owner - Facility:
Inspection Type:
Rutherfordton WWTP
Compliance Evaluation
De-chlorination Yes No NA NE
# Is de-chlorination substance stored away from chlorine containers?
Are the tablets the proper size and type?
Sodium hypochlorite and sodium bisulfite are within same chemical room in HDPE chemical
carboys.
Comment:
Are tablet de-chlorinators operational?
Number of tubes in use?
Comment:
Standby Power Yes No NA NE
Is automatically activated standby power available?
Is the generator tested by interrupting primary power source?
Is the generator tested under load?
Was generator tested & operational during the inspection?
Do the generator(s) have adequate capacity to operate the entire wastewater site?
Is there an emergency agreement with a fuel vendor for extended run on back-up power?
Is the generator fuel level monitored?
Generator was recently replaced. By warranty the generator is tested under load weekly.
Suez maintains fuel for the generator.
Comment:
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 less than or equal to 6.0 degrees
Celsius)?
Is the facility sampling performed as required by the permit (frequency, sampling type
representative)?
Flow meter was calibrated on 12/9/19 by Delta Systems. ORC regularly checks flow in
between calibrations. Sampler is set to flow proportional.
Comment:
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?
If effluent (diffuser pipes are required) are they operating properly?
Page#7
DocuSign Envelope ID: B649F549-9A60-4665-BCC1-B5102F6DB836
Permit:NC0025909
Inspection Date:12/10/2019
Owner - Facility:
Inspection Type:
Rutherfordton WWTP
Compliance Evaluation
Effluent Pipe Yes No NA NE
No visible solids noted entering Cleghorn Creek. Staff have the ability to aerate the effluent if
needed.
Comment:
Upstream / Downstream Sampling Yes No NA NE
Is the facility sampling performed as required by the permit (frequency, sampling type, and
sampling location)?
Facility samples at the modified upstream location below the confluence with Stonecutter
Creek.
Comment:
Page#8
DocuSign Envelope ID: B649F549-9A60-4665-BCC1-B5102F6DB836
Certificate Of Completion
Envelope Id: B649F5499A604665BCC1B5102F6DB836 Status: Completed
Subject: Please DocuSign: 20191216_NC0025909_CEI.ltr.docx, 20191216_NC0025909_CEI.inspect.pdf
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AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-05:00) Eastern Time (US & Canada)
217 W. Jones Street
Raleigh, NC 27699
Mikal.willmer@ncdenr.gov
IP Address: 149.168.204.10
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Mikal.willmer@ncdenr.gov
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Mikal Willmer
mikal.willmer@ncdenr.gov
Environmental Specialist
North Carolina Department of Environmental Quality
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G. Landon Davidson
landon.davidson@ncdenr.gov
Asheville Regional Office, Regional Supervisor
DEQ, Division of Water Resources, Water Quality
Regional Operatoins
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