HomeMy WebLinkAboutNC0056561_NOD CEI_20190304
March 04, 2019
Nathan Clark
Town of Maggie Valley
3987 Soco Rd
Maggie Valley, NC 28751
SUBJECT: NOTICE OF DEFICIENCY
Tracking Number: NOD-2019-PC-0061
Permit No. NC0056561
Maggie Valley WWTP
Haywood County
Dear Permittee:
The North Carolina Division of Water Resources conducted an inspection of the Maggie Valley WWTP on
February 12, 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. NC0056561. A summary of the findings and
comments noted during the inspection are provided in the enclosed copy of the inspection report.
The Compliance Evaluation inspection was conducted by Division of Water Resources staff from the Asheville
Regional Office. The following deficiency(s) was noted during the inspection:
Inspection Area Description of Deficiency _________________________________________________________________________________________________________________________________________________________________________
Influent Sampling Composite samples are not being collected as required by Section A.(1.) of the permit. _________________________________________________________________________________________________________________________________________________________________________
Effluent Sampling The effluent sampler was not set to flow proportional at the time of the inspection. _________________________________________________________________________________________________________________________________________________________________________
DocuSign Envelope ID: 81CB4EBA-6C94-4440-ACE0-6672C5B32E1A
Remedial actions should have already been taken to correct this problem and prevent further occurrences in the
future. The Division of Water Resources may pursue enforcement action for this and any additional violations of
State law. To prevent further action, carefully review these deficiencies and address the causes of
non-compliance to prevent the recurrence of similar situations. Please notify our office once the deficiencies are
corrected.
If you should have any questions, please do not hesitate to contact Mikal Willmer with the Water Quality Regional
Operations Section in the Asheville Regional Office at 828-296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
ATTACHMENTS: Inspection Report
EC: WQS-ARO Server
LF
Mike Mehaffey-ORC
G:\WR\WQ\Haywood\Wastewater\Municipal\Maggie Valley WWTP 56561\Inspections\EPA Audit Inspection Feb. 12, 2019\20190304_NC0056561_NOD2019PC0061
DocuSign Envelope ID: 81CB4EBA-6C94-4440-ACE0-6672C5B32E1A
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 NC0056561 19/02/12 C J31112171819 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)
Maggie Valley WWTP
U S Hwy 276 N
Maggie Valley NC 28751
Entry Time/Date Permit Effective Date
Exit Time/Date Permit Expiration Date
12:40PM 19/02/12 17/09/01
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
///
Michael Lee Mehaffey/ORC/828-400-9494/
Other Facility Data
02:20PM 19/02/12 21/03/31
Name, Address of Responsible Official/Title/Phone and Fax Number
Michael Lee Mehaffey,3987 Soco Rd Maggie Valley NC
28751//828-926-0866/8289263576
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 Pollution Prevention Facility Site Review
Pretreatment 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
Linda S Wiggs ARO WQ//828-296-4500 Ext.4653/
Daniel J Boss ARO WQ//828-296-4658/
Timothy H Heim ARO WQ//828-296-4665/
Mikal Willmer 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: 81CB4EBA-6C94-4440-ACE0-6672C5B32E1A
3/5/2019
3/5/2019
3/5/2019
3/6/2019
3/6/2019
NPDES yr/mo/day
19/02/12
Inspection Type
C3111218
1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Inspector Mikal Willmer, with the Asheville Regional Office, conducted a compliance evaluation
inspection of the Maggie Valley WWTP on February 12, 2019 in conjunction with an EPA Audit of the
Asheville Regional Office. This inspection was conducted to determine whether the facility is being
operated and maintained in compliance with NPDES Permit No. NC0056561. Inspectors Dan Boss,
Linda Wiggs and Tim Heim, with the ARO, and Chris McHugh, with the EPA, were present and
assisted in the inspection. ORC Mike Mehaffey, Backup Mike Corbin and Operator Seth Boyd, with the
Town of Maggie Valley, assisted in the inspection.
Overall the facility is being well maintained and requested data was readily available. The facility utilizes
AeroMod technology. Solids are managed using the Town's Class A Distribution permit. Staff reported
no major issues experienced at the facility due to heavy rains in 2018. The Town may begin accepting
Landfill Leachate again this year.
The following deficiencies were noted at the time of the inspection and should be corrected as soon as
possible:
Influent Sampling: Composite influent samples have been required by permit since, at least, 2006. This
deficiency was not noted in previous inspections. Moving forward, composite samples need to be
collected to obtain representative influent data to assess removal efficiencies. Influent composite
sampling can be either timed or flow proportional.
Effluent Sampling: At the time of the inspection, the effluent sampler was set to timed composite. This
is only allowed with prior Division approval if flows do not vary by more than 15%. Previous inspections
indicated the sampler was set to flow proportional. The sampler needs to be reset to flow proportional
as soon as possible. Mr. McHugh discussed the process for resetting the sampler to flow proportional
with Maggie Valley staff.
Please inform our office once the changes have been implemented.
NC0056561 17 (Cont.)
Page#2
DocuSign Envelope ID: 81CB4EBA-6C94-4440-ACE0-6672C5B32E1A
Permit:NC0056561
Inspection Date:02/12/2019
Owner - Facility:
Inspection Type:
Maggie Valley 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?
Facility staff utilizes settleability results to maintain healthy biota within the aeration basins.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?
Permit contains standard Municipal POTW conditions (toxicity & pollutant scans).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?
Page#3
DocuSign Envelope ID: 81CB4EBA-6C94-4440-ACE0-6672C5B32E1A
Permit:NC0056561
Inspection Date:02/12/2019
Owner - Facility:
Inspection Type:
Maggie Valley WWTP
Compliance Evaluation
Record Keeping Yes No NA NE
Facility has copy of previous year's Annual Report on file for review?
Files are kept on-site. The last quarter of 2018's data was reviewed during the inspection.
ORC, Mr. Mehaffey, reported the 2018 annual pollutant scan was not completed due to a
change in the contract laboratory's management. This item will be addressed separately
from the inspection.
Comment:
Flow Measurement - Influent Yes No NA NE
# Is flow meter used for reporting?
Is flow meter calibrated annually?
Is the flow meter operational?
(If units are separated) Does the chart recorder match the flow meter?
An ultrasonic flow meter is present at the headworks, but it is used to operate the step
mechanical bar screen.
Comment:
Aeration Basins Yes No NA NE
Mode of operation Ext. Air
Type of aeration system Diffused
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)
This is not a standard extended aeration facility. Maggie Valley utilizes AeroMod technology
in the four aeration basins. Surface DOs are maintained around 6 mg/L. Our readings, at the
time of the inspection, were 6.1 mg/L. Air cycles on and turns off for two hours to allow
denitrification to occur. Settleability was 250/1000 mL after 30 minutes.
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?
Page#4
DocuSign Envelope ID: 81CB4EBA-6C94-4440-ACE0-6672C5B32E1A
Permit:NC0056561
Inspection Date:02/12/2019
Owner - Facility:
Inspection Type:
Maggie Valley WWTP
Compliance Evaluation
Secondary Clarifier Yes No NA NE
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)
Rectangular AeroMod clarifiers (ClarAtors) with air-lift pumps. Weirs are submerged. No
excessive solids noted within the clarifiers. Facility staff stated the clarifiers were
approximately 14' deep. Both basins had approximately 2.5' of solids.
Comment:
Pumps-RAS-WAS Yes No NA NE
Are pumps in place?
Are pumps operational?
Are there adequate spare parts and supplies on site?
Facility mainly utilizes airlift pumps within the facility for solids management.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?
No indication the facility has issues maintaining solids within the facility. There appears to be
adequate storage to waste and hold solids before processing for distribution.
Comment:
Solids Handling Equipment Yes No NA NE
Is the equipment operational?
Is the chemical feed equipment operational?
Is storage adequate?
Is the site free of high level of solids in filtrate from filter presses or vacuum filters?
Is the site free of sludge buildup on belts and/or rollers of filter press?
Is the site free of excessive moisture in belt filter press sludge cake?
The facility has an approved sludge management plan?
Facility belt presses sludge before stabilizing with lime. Solids are distributed under the
Town's Class A permit (WQ0010615). Approximately 100 dry tons were sent to the landfill in
2018.
Comment:
Page#5
DocuSign Envelope ID: 81CB4EBA-6C94-4440-ACE0-6672C5B32E1A
Permit:NC0056561
Inspection Date:02/12/2019
Owner - Facility:
Inspection Type:
Maggie Valley WWTP
Compliance Evaluation
Disinfection-Gas Yes No NA NE
Are cylinders secured adequately?
Are cylinders protected from direct sunlight?
Is there adequate reserve supply of disinfectant?
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?
Does the Stationary Source have more than 2500 lbs of Chlorine (CAS No. 7782-50-5)?
If yes, then is there a Risk Management Plan on site?
If yes, then what is the EPA twelve digit ID Number? (1000-____-____)
If yes, then when was the RMP last updated?
Approximately 800 lbs of gas are maintained onsite at one time. Containers are stored and
chained next to the disinfection building away from the de-chlorination gas. Feed is flow
proportional. Solids are removed from the contact chamber quarterly.
Comment:
De-chlorination Yes No NA NE
Type of system ?Gas
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
# Is de-chlorination substance stored away from chlorine containers?
Comment:
Are the tablets the proper size and type?
Are tablet de-chlorinators operational?
Number of tubes in use?
Flow proportional feed. Recommend some means of protecting containers from direct
sunlight during future upgrades.
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?
Page#6
DocuSign Envelope ID: 81CB4EBA-6C94-4440-ACE0-6672C5B32E1A
Permit:NC0056561
Inspection Date:02/12/2019
Owner - Facility:
Inspection Type:
Maggie Valley WWTP
Compliance Evaluation
Influent Sampling Yes No NA NE
Facility has been collecting single grab samples for influent monitoring. This permit
deficiency was not mentioned in the previous inspections. Maggie Valley will need to begin
collecting composite samples for influent monitoring (used for assessment of 85%
removal). Influent composite samples do not need to be flow proportional; timed composite
is acceptable.
Comment:
Flow Measurement - Effluent Yes No NA NE
# Is flow meter used for reporting?
Is flow meter calibrated annually?
Is the flow meter operational?
(If units are separated) Does the chart recorder match the flow meter?
Last calibrated by Thurman Horne on 1/16/2019.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)?
The last inspection indicated sampling was flow proportional. During the most recent
inspection, the composite sampler had been set to time composite (44 samples pulled over
24 hours). The sampler was pulling at least 100 mL per aliquot (significantly larger volume
must be set due to distance from intake tubing). Effluent sampling must be set to flow
proportional, if not done so already. Constant time/constant volume sampling can only be
performed with prior Division approval and only if effluent flow rates vary less than 15
percent.
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?
The effluent pipe is visible and accessible along Jonathan's Creek. Rip rap surrounds the
bank, no issues with excessive growth.
Comment:
Upstream / Downstream Sampling Yes No NA NE
Page#7
DocuSign Envelope ID: 81CB4EBA-6C94-4440-ACE0-6672C5B32E1A
Permit:NC0056561
Inspection Date:02/12/2019
Owner - Facility:
Inspection Type:
Maggie Valley WWTP
Compliance Evaluation
Upstream / Downstream Sampling Yes No NA NE
Is the facility sampling performed as required by the permit (frequency, sampling type, and
sampling location)?
Permit requires upstream hardness sampling. ORC reports they collect this sample from
the entrance bridge approximately 1000' upstream of the discharge.
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 self-tests every Tuesday and tests under load annually. The Town uses StarTek
electric.
Comment:
Laboratory Yes No NA NE
Are field parameters performed by certified personnel or laboratory?
Are all other parameters(excluding field parameters) performed by a certified lab?
# Is the facility using a contract lab?
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees
Celsius)?
Incubator (Fecal Coliform) set to 44.5 degrees Celsius+/- 0.2 degrees?
Incubator (BOD) set to 20.0 degrees Celsius +/- 1.0 degrees?
Facility analyzes field parameters for permit. DO, pH, temperature & chlorine. Daily
calibrations and check standards are recorded on bench sheets.
Comment:
Page#8
DocuSign Envelope ID: 81CB4EBA-6C94-4440-ACE0-6672C5B32E1A
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217 W. Jones Street
Raleigh, NC 27699
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Mikal Willmer
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Environmental Specialist
North Carolina Department of Environmental Quality
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Environmental Specialist
North Carolina Department of Environmental Quality
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Linda Wiggs
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DWR
DEQ
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DWR
DEQ
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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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