Document yme4kzXrxxX1n7Jkz1ZE5mZ33
EPA REGION 5 Enforcement and Compliance Assurance Division INSPECTION REPORT
Inspection Entry Date/Time
Inspection Exit Date/Time
Weather Media Statute(s)/Program(s)
Type of Inspection
February 22, 2024, 10:30 a.m. (CST)
Announced: No
February 22, 2024, 05:30 p.m. Access: Granted (CST)
Rainy, drizzle, off and on through the day
Water
Clean Water Act, National Pollutant Discharge Elimination System (NPDES) permit program
Industrial Stormwater Inspection (ISI)
Permittee Name Facility or Site Name Facility/Site Physical Address City, State, Zip Code County/Borough/Parish Facility GPS Coordinates Mailing Address (If different)
Danone US, LLC Danone 216 Southgate Drive Minster, OH 45865
40.3836, -84.3748 Elizabeth.MASTELLER@danone.com
FRS ID
110000395787
Permit Number(s) (If Applicable) OH0078531
SIC and/or NAICS
31151
Lead Inspector: William Jones
WILLIAM [Signature] JONES
Digitally signed by WILLIAM JONES Date: 2024.04.22 15:00:39 -05'00'
EPA REGION 5
Jones.William@epa.gov
(312) 886-6058
Supervisor Review: Molly Smith
MOLLY S[SMigInTaHture]
Digitally signed by MOLLY SMITH Date: 2024.04.22 15:57:32 -05'00'
EPA REGION 5
Smith.Molly@epa.gov
SECTION I - INTRODUCTION
Site Entry and Inspection Objectives
EPA Region 5 Lead Inspector, William Jones, arrived at Danone (the "Site" or "Facility"), located at 216 Southgate Drive, Minster, Ohio 45865, at 10:30 a.m. (CST) on February 22, 2024, for an unannounced inspection. EPA Region 5 Lead Inspector presented credentials to Dave Merritt and informed them that this was an EPA Region 5 inspection to investigate elements as authorized by Clean Water Act (CWA) Section 308 and
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implementing regulations. This report is based on information supplied by Danone representatives, direct observations made by EPA Region 5 inspectors, records and reports maintained by the permittee and other information including: photographs taken by EPA Region 5 inspector(s), verbal or written statements made by information supplied by Danone representatives during or subsequent to the on-site Inspection, and materials, processes, data, photographs, or documents shown, demonstrated, or submitted to the EPA Region 5 inspector(s) by Danone representatives during or subsequent to the on-site Inspection. In addition, information gathered prior to or subsequent to the Inspection from a review of US Environmental Protection Agency (EPA), state, and/or public records may be included in this report.
Attendees Organization
EPA REGION 5 EPA Region 5
Danone Danone
Danone Danone Danone
Attendee Name
William Jones Joe Forth
Dave Merritt Brian Scott
Elizabeth Masteller Adam Milner Toby Goecke
Title
Lead Inspector Environmental Engineer Senior Plant Director Senior Maintenance Manager Senior EHS Manager Engineering Director Production Director
Present in Opening Conf. Yes Yes
Yes Yes
Yes No No
Present in Closing Conf. Yes Yes
Yes Yes
Yes Yes Yes
Facility/Site Description
EPA REGION 5 lead inspector confirmed the following facility information:
Facility/Site Information
Location(s) Location/Area/Sub-area Storm Sewer Outfall Facility Storm Outfalls Outdoor material Outdoor refueling area Graham packaging receiving area Pretreatment Plant
Description Storm Sewer Outfall into Miami-Erie Canal Permitted outfall locations on north side of facility Outdoor material area located at the main plant Outdoor refueling area located at the main plant Receiving area located at the main plant This is a separate area where their process wastewater is treated before it goes to the Village of Minster
SECTION II - OBSERVATIONS
Location: Storm Sewer Outfall Observation #: WJ1-OB-001
Date: February 22, 2024
Weather: rainy
The storm sewer that Danone reportedly discharges into appeared to be relatively clear where it entered the
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canal. Photo(s) 1 to 3
2-22-2024
Location: Facility Storm Outfalls Observation #: WJ1-OB-002
Date: February 22, 2024
Weather: rainy
The storm sewer outfalls (1, 2 and 4) that Danone has on the northside of the building are controlled with valves, which are normally kept closed and which would have to be opened for a discharge to occur. The storm pond in this location would overflow back to one of the outfalls.
Photo(s) 4 to 8
Location: Outdoor material area Observation #: WJ1-OB-003
Date: February 22, 2024
Weather: rainy
Photos 9-11 show an area where metal is discarded into hoppers. The metal appeared oily and there was metal outside of the uncovered hoppers, along with an oily sheen on the ground leading towards a storm drain.
Photo 12 shows an outdoor material area that is mainly under a roof. Photo(s) 9 to 12
Location: Outdoor refueling area Observation #: WJ1-OB-004
Date: February 22, 2024
Weather: rainy
Photos 13 and 14 shows a refueling area with used absorbent material left on the ground. An oily sheen can be seen in one of the photos.
Photo(s) 13 to 14
Location: Graham packaging receiving area
Observation #: WJ1-OB-005
Date: February 22, 2024
Weather: rainy
Plastic pellets (white granules) were observed outdoors on the ground.
Photo(s) 15 to 16
Location: Pretreatment plant
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Observation #: WJ1-OB-006
Date: February 22, 2024
Weather: rainy
Recent grading work has left the ground unstabilized and muddy water is making its way into the storm drain inlets, which drain to storm water outfall 3.
Photo(s) 17 to 21
SECTION III - RECORDS REVIEW
Records may not be in sequential order.
Record: Facility Map Ref #: WJ1-RR-001
Reviewed By: William Jones
AOC: No
Reviewed Date: November 2, 2023
A map of the facility was emailed to William Jones that shows the storm drain inlets and connections. This verified that the locations in the main facility. Photos attached are connected to the storm sewer pipe on the on the side of the facility that runs underneath First Street. Also, the Graham packing facility has storm drains outside of it that connect into the same storm sewer system.
See Appendix 3 for a summary of effluent exceedances.
SECTION IV - SAMPLING ACTIVITIES AND ANALYTICAL RESULTS No sampling was conducted.
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SECTION V - AREAS OF CONCERN Permit OH0078531, Part I, A. Final Effluent limitations and Monitoring Requirements
Permit OH0078531, Part IV, C.1 "You shall minimize the exposure of manufacturing, processing, and material storage areas (including loading and unloading, storage, disposal, cleaning, maintenance, and fueling operations) to rain, sno, snowmelt and runoff by either locating these industrial materials and activities inside or protecting them with storm resistant coverings...."
Permit OH0078531, Part IV, C.2 "Good housekeeping. You shall keep clean all exposed areas that are potential sources of pollutants using such measures as sweeping at regular intervals, keeping materials orderly and labeled, and storing materials in appropriate containers."
Permit OH0078531, Part IV, C.4 "Spill Prevention and Response Procedures. You shall minimize the potential for leaks, spills and other releases that may be exposed to stormwater and develop plans for effective response to such spills if or when they occur. At a minimum, you shall implement:...c. Procedures for expeditiously stopping, containing, and cleaning up leaks, spills, and other releases..."
Permit OH0078531, Part IV, C.5. "Erosion and Sediment Controls. You shall stabilize exposed areas and contain runoff using structural and/or non-structural control measures to minimize onsite erosion and sedimentation, and the resulting discharge of pollutants..."
See above observations in section 2 and 3 related to the areas of concern.
SECTION VI - CLOSING CONFERENCE AND FOLLOW UP
Closing Conference
The EPA REGION 5 Lead Inspector held a closing conference with Facility personnel at 04:55 p.m. (EST) on October 25, 2023, for the inspection. During the closing conference, EPA REGION 5 Lead Inspector discussed the observations and Area(s) of Concern identified during the inspection. Observations and Area(s) of Concern have not yet been evaluated for a formal compliance determination.
William Jones, along with the attendees listed above, were present for the closing conference. Mr. Jones shared that the observations and Areas of Concern were preliminary. Mr. Jones confirmed that no information gathered was considered Confidential Business Information.
A copy of the Storm Water Pollution Prevention Plan, plant layout showing storm sewers and detention pond were requested. Information was requested for when the Facility started to discharge indirectly to Minister, as was dates of the storm water training of the Facility team.
Mr. Jones stated that the spill of diesel needed to be recorded in the SWPPP. He also noted that the Facility's SWPPP inspections are not in the binder. The training log was not up to date.
The housekeeping on the site was not good in the areas with the oily metal scrap bins with the oily sheen on the ground. Also, the refueling tank spill was not cleaned up properly with the absorbent material left behind. The plastic pellets we observed near the Graham area needed to be addressed.
At the Pretreatment area, the sediment laden water running into the outfall from the disturbed area needed to be addressed.
Elizabeth Masteller indicated that January 11th, 2024, was the last time the Facility opened stormwater outfall 1
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and 2.
Follow Up
The following items were requested by the inspector at the time of the inspection.
Location: WJ1-AF-001
Area:
Sub-area:
Facility storm drain map, which was emailed during the inspection to William Jones.
SECTION VII - LIST OF APPENDICES 1. Photo Log 2. Document Log 3. Discharge Monitoring Report results
2-22-2024
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APPENDIX 1: PHOTO LOG
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Photograph 1. Storm Sewer Outfall into Miami Erie Canal
February 22, 2024/1:17 p.m.
No PII
Near Canal (45) and First Street
North-east
IMGP0001.JPG Photographer: William Jones
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Photograph 2. Storm Sewer Outfall into Miami Erie Canal. Same outfall as photo 1.
February 22, 2024/1:18 p.m.
No PII
Near Canal (45) and First Street
Camera Direction: South-west
IMGP0002.JPG Photographer: William Jones
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Photograph 3. Storm Sewer Outfall into Miami Erie Canal. Same outfall as photo 1.
February 22, 2024/1:18 p.m.
No PII
Near Canal (45) and First Street
Camera Direction: South-east
IMGP0003.JPG Photographer: William Jones
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Photograph 4. Danone outfall 002 and sign
February 22, 2024/1:43 p.m.
No PII
near south main street and first street Camera Direction: South-west
IMGP0004.JPG Photographer: William Jones
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Photo 5. Manhole near outfall 001. Mr. Scott believes IMGP0005.JPG the pipe passing though the chamber is a sanitary line.
February 22, 2024/1:52 p.m.
Northside of Danon building Looking down into manhole
No PII Photographer: William Jones
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Photograph 6. Outfall 001 with sign.
February 22, 2024/1:53 p.m.
No PII
IMGP0006.JPG Photographer: William Jones
Northside of Danon Building and South of First street
View looking south
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Photograph 7. Outfall 004
IMGP0007.JPG
February 22, 2024/1:59 p.m.
No PII
Northside of Danone facility and south of First Street
View looking south
Photographer: William Jones
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Photograph 8. Sampling area at retention pond
February 22, 2024/2:03 p.m.
No PII
Northside of facility and south of First Street
View looking south
IMGP0008.JPG Photographer: William Jones
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Photograph 9. Uncovered metal recycling hoppers. An oily sheet can be seen IMGP0009.JPG on the pavement coming from the hoppers
February 22, 2024/2:34 p.m.
No PII Photographer: William Jones
Shipping/loading area at Danone
View looking southwest
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Photograph 10. Uncovered metal recycling hoppers. Metal is outside of the hoppers. An oily sheen can bee seen on the ground.
February 22, 2024/2:33 p.m.
No PII
Shipping/loading area
View looking south
IMGP0010.JPG Photographer: William Jones
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Photograph 11. Oily metal was observed inside the hoppers. An oily sheen was flowing towards a storm drain inlet in the top of the photograph
February 22, 2024/2:35 p.m.
No PII
Recycling hoppers and shipping area
IMGP0011.JPG Photographer: William Jones
View looking east
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Photograph 12. Miscellaneous equipment storage
February 22, 2024/2:39 p.m.
No PII
Shipping and loading area.
Looking Northwest
IMGP0012.JPG Photographer: William Jones
[Geographic Coordinates]
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Photograph 13. Diesel Fuel tank with spill cleaning materials around the tank. An oily sheen can be seen at the bottom left of the photo.
February 22, 2024/2:46 p.m.
No PII
Northweast side of shiping area
View looking Northeast
IMGP0013.JPG Photographer: William Jones
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Photograph 14. Diesel Fuel tank with fuel cleanup materials present around refueling area. It was raining during the inspection. The drain valve appeard to be open and water was draining out of it.
February 22, 2024/2:49 p.m.
No PII
Northeast side of shipping area.
View looking west
IMGP0014.JPG Photographer: William Jones
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Photograph 15. Graham Packaging Receiving area. Pleastic pellets were observed on the ground.
February 22, 2024/2:56 p.m.
East side of the general shipping area. View looking west
No PII
IMGP0015.JPG Photographer: William Jones
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Photograph 16. Graham Packaging Receiving area. Pleastic pellets were observed on the ground
February 22, 2024/2:56 p.m.
No PII
East side of the general shipping area.
View looking west
IMGP0016.JPG Photographer: William Jones
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Photograph 17. Silty water can be seen flowing from IMGP0017.JPG the unstabilized area near the center of the photograph to the bottom left corner of the photograph.
February 22, 2024/3:15 p.m.
No PII Photographer: William Jones
Driveway at Danone Wastewater Pretreatment Plant.
View looking northeast
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Photo 18. Silty water can be seen flowing from the right of the photograph to the left. This is the same flow of water that is show in photograph 17.
February 22, 2024/3:15 p.m.
No PII
Driveway at Danone Wastewater Pretreatment Plant.
View looking Northeast
IMGP0018.JPG Photographer: William Jones
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Photo 19. Silty water can be seen flowing from the top IMGP0019.JPG center of the photograph to the storm drain inlet at the bottom of the phtograph. This is the same flow of water that is show in photograph 18.
Date/Time: February 22, 2024/3:18 p.m.
No PII Photographer: William Jones
Driveway at Danone Wastewater Pretreatment Plant. View looking Northeast
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Photograph 20. Storm Drain inlet/location of outfall 003
February 22, 2024/3:19 p.m.
No PII
West side of Danone Wastewater Pretreatment Plant
View looking west
IMGP0020.JPG Photographer: William Jones
Photograph 21. Moving Bed Biofilm Reactor process
February 22, 2024
No PII
Danone Wastewater Pretreatment Plant
View looking west
IMGP0021.JPG Photographer: William Jones
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APPENDIX 2: DOCUMENT LOG
Document Type
Document Name
Contains Contains Uploaded By
CBI
PII
2-22-2024 Date Received
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APPENDIX 3: Discharge Monitoring Report (DMR) results
2-22-2024
Table 1. DMR
Outfall
Limits Parameter Desc
001 Solids, total suspended
001 Solids, total suspended
001 Solids, total suspended
001 Solids, total suspended BOD,
001 carbonaceous [5 day, 20 C] BOD,
001 carbonaceous [5 day, 20 C] BOD,
001 carbonaceous [5 day, 20 C] BOD,
001 carbonaceous [5 day, 20 C] BOD,
001 carbonaceous [5 day, 20 C] BOD,
001 carbonaceous [5 day, 20 C] BOD,
001 carbonaceous [5 day, 20 C] Oil and
001 grease [soxhlet extr.] tot. BOD,
001 carbonaceous [5 day, 20 C] BOD,
001 carbonaceous [5 day, 20 C] BOD,
001 carbonaceous [5 day, 20 C]
001 BOD,
Statistical Base Short Desc DAILY MX MO AVG DAILY MX MO AVG DAILY MX
MO AVG
DAILY MX
MO AVG
MO AVG
DAILY MX
MO AVG
DAILY MX
MO AVG
DAILY MX
MO AVG MO AVG
Units mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l
mg/l
mg/l mg/l mg/l mg/l
Limit 45 30 45 30 23 15 23 15 15 23 15
10
15 23 15 15
Monitoring result
129.375 129.375
66 66 32 32 58 58 16 54 54
12
22 78 78 20.25
Monitoring Period End Date 06/30/2019 06/30/2019 10/31/2019 10/31/2019 10/31/2019
10/31/2019
11/30/2020
11/30/2020
03/31/2021
09/30/2021
09/30/2021
12/31/2021
01/31/2022
03/31/2022
03/31/2022 05/31/2022
DMR Value Received Date 7/10/2019 7/10/2019 11/12/2019 11/12/2019 11/12/2019
11/12/2019
12/11/2020
12/11/2020
4/12/2021
10/6/2021
10/6/2021
1/13/2022
2/15/2022
4/14/2022
4/14/2022 6/13/2022
Percent Exceedance
188% 331%
47% 120%
39% 113% 152% 287%
7% 135% 260%
20%
47% 239% 420%
35%
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carbonaceous
[5 day, 20 C]
BOD,
001 carbonaceous DAILY MX mg/l 23
[5 day, 20 C]
BOD,
001 carbonaceous MO AVG mg/l 15
[5 day, 20 C]
Oil and
001 grease
DAILY MX mg/l 10
[soxhlet extr.]
tot.
BOD,
001 carbonaceous MO AVG mg/l 15
[5 day, 20 C]
BOD,
001 carbonaceous MO AVG mg/l 15
[5 day, 20 C]
BOD,
002 carbonaceous MO AVG mg/l 15
[5 day, 20 C]
002 Solids, total DAILY MX mg/l 45 suspended
002 Solids, total MO AVG mg/l 30 suspended
BOD,
002 carbonaceous DAILY MX mg/l 23
[5 day, 20 C]
BOD,
002 carbonaceous MO AVG mg/l 15
[5 day, 20 C]
BOD,
002 carbonaceous DAILY MX mg/l 23
[5 day, 20 C]
BOD,
002 carbonaceous MO AVG mg/l 15
[5 day, 20 C]
BOD,
002 carbonaceous DAILY MX mg/l 23
[5 day, 20 C]
BOD,
002 carbonaceous MO AVG mg/l 15
[5 day, 20 C]
BOD,
002 carbonaceous DAILY MX mg/l 23
[5 day, 20 C]
BOD,
002 carbonaceous MO AVG mg/l 15
[5 day, 20 C]
002 BOD,
DAILY MX mg/l 23
24.78 12/31/2022 1/10/2023 24.78 12/31/2022 1/10/2023
23.4 02/28/2023 3/6/2023
19.64 02/28/2023 3/6/2023 20.69 05/31/2023 6/7/2023 18.87 05/31/2019 6/10/2019
120 10/31/2019 11/12/2019 120 10/31/2019 11/12/2019 140 10/31/2019 11/12/2019 140 10/31/2019 11/12/2019
40 01/31/2020 2/10/2020 40 01/31/2020 2/10/2020 52 01/31/2021 2/9/2021 52 01/31/2021 2/9/2021 54 01/31/2022 2/15/2022 54 01/31/2022 2/15/2022 28 03/31/2022 4/14/2022
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8% 65% 134% 31% 38% 26% 167% 300% 509% 833% 74% 167% 126% 247% 135% 260% 22%
Danone
Inspection Date(s):
carbonaceous [5 day, 20 C] BOD, 002 carbonaceous MO AVG mg/l 15 [5 day, 20 C] BOD, 004 carbonaceous MO AVG mg/l 15 [5 day, 20 C]
28 03/31/2022 4/14/2022 18.87 05/31/2019 6/10/2019
2-22-2024
87% 26%
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