Document gbKjd8610KVj00reEnjk6DgkJ

CWA COMPLIANCE EVALUATION INSPECTION REPORT U.S. ENVIRONMENTAL PROTECTION AGENCY, REGION 5 Purpose: Compliance Evaluation Inspection Facility: PVS Technologies, Inc. 1111 North State Road 149 Burns Harbor, Indiana 46304 41.59604005327116, -87.11672560824027 NPDES Permit Number: INRM02220 Date of Site Inspection: 03/30/2022 EPA Representatives: Benjamin Atkinson, Inspector atkinson.ben@epa.gov 312-353-8243 Joan Rogers, Environmental Scientist rogers.joan@epa.gov 312-886-2785 State Representatives: Drew Gamble - Indiana Department of Environmental Management Facility Representatives: Erhan Duvarci, Plant Manager 219-763-1199 Tim Klein, EHSS Manager Shane Brunson, Director of Operations Report Prepared by: Inspector Signature: Benjamin D. Atkinson, Inspector Atkinson, Digitally signed by Atkinson, Benjamin _B_e_n__ja_m__in______D15a_:t2e_7: :24_002_-20_.50'6_0.00_'3________________________ Approver Name and Title: Ryan J. Bahr, Section 2 Supervisor Water Enforcement and Compliance Assurance Branch Digitally signed by Bahr, Approver Signature and Date: Bahr, Ryan Ryan Date: 2022.06.03 _____________16_:2_0:_27_-_05_'00_' ___________________ 1 1. BACKGROUND PVS Technologies, Inc. 03/30/2022 The purpose of this report is to describe, evaluate and document PVS Technologies, Inc's compliance with the Clean Water Act (CWA) at its 1111 State Route 149, Burns Harbor, Indiana facility (the facility) on 03/18/2022. This inspection was performed pursuant to Section 308(a) of the Federal Water Pollution Control Act, as amended. The facility sits on an approximately 16-acre parcel with approximately 10 acres used for industrial processes and storage and the remainder including an office building, access road, agriculture, and stormwater management. The facility receives spent pickle liquor (ferrous chloride) and processes it into hydrochloric acid and iron oxide. The spent pickle liquor and hydrochloric acid are stored in a tank farm with secondary containment that can be pumped back into tanks for processing. The iron oxide is loaded into totes and stored either in the warehouse or temporarily outside. The facility operates under SIC code 2819 - Industrial Inorganic Chemicals, Not Elsewhere Classified. The facility utilizes a series of ditches around the facility to collect stormwater and convey it to a stormwater storage pond. Valves are used to control the flow of stormwater from one ditch to the next and to control the flow of water from the stormwater pond to the outfall on Gustafson Ditch. The discharge of stormwater from the outfall to Gustafson Ditch is authorized under permit INRM02220. Gustafson Ditch is listed as impaired for E. Coli and Biological Integrity. The facility received their Notice of Sufficiency from the Indiana Department of Environmental Management (IDEM) on August 4, 2017. The permit had an effective day of June 9, 2017, and an expiration date of June 8, 2022. The facility also has an air permit #M127-43056-00039 and is a Large Quantity Hazardous Waste Generator. 2. SITE INSPECTION Table 1: Site Entry and Opening Conference Arrival Time: 9:36 AM Temperature: 54 F Light rain the night before the Precipitation: inspection rain starting at 11:00 AM on the day of the inspection. Presented credentials? Yes Credentials presented to whom and at what Erhan Duvarci at approximately 9:45 time? AM Was an opening conference held? With Yes, with Erhan Duvarci, Tim Klein, whom? and Shane Brunson. If photographs or documents were taken, does the facility consider any to No be Confidential Business Information (CBI)? EPA vehicle parked in approved location? Yes 2 PVS Technologies, Inc. 03/30/2022 2.1 Opening Conference and Interview Ben Atkinson and Joan Rogers of the EPA (the inspectors) along with Drew Gamble of the Indiana Department of Environmental Management arrived at the facility at approximately 9:36 AM. The inspectors parked and walked to the Office Building. In the Office Building, the inspectors were greeted and led to an office to conduct the opening conference and interview portion of the Inspection. The inspectors presented their credentials to Tim Klein, Erhan Duvarci, and Shane Brunson. Mr. Brunson was unable to stay for the interview portion of the inspection but stated that he would like to be part of the closing conference. The inspectors explained the purpose of the inspection, the format of the inspection, the facility's right to claim certain information as Confidential Business Information, and what to expect following the Inspection. The Inspectors asked if the facility had an NPDES permit for wastewater or stormwater. The facility personnel stated that all process wastewater is directed by sump pumps back to the system and used in process. The facility personnel stated they had industrial stormwater coverage under Indiana's Rule 6 general permit #INRM02220. They stated that the facility collected stormwater in a series of ditches surrounding the facility. They stated that the ditches were connected by a series of valves which allowed them to control the flow of stormwater from one ditch to the next, from the ditches to the stormwater pond, and from the stormwater pond to the outfall on Gustafson Ditch. The facility personnel also stated that the facility had a connection for sanitary waste to the local sewer. The inspectors asked for a brief explanation of what occurred at the facility. The facility personnel stated that they receive spent pickle liquor from steel mills which is stored in the tank farm. The spent pickle liquor is then recycled to 18% hydrochloric acid and iron oxide. The hydrochloric acid is sold back to the steel mills and the iron oxide is sold to a variety of end users. The facility personnel stated that each ditch was tested for pH prior to release to the subsequent ditch and that the pond was tested for pH prior to discharging to Gustafson Ditch. The facility personnel stated that if the ditches had a pH less than 5, the stormwater would not be allowed to flow to the pond, but rather would be pumped to the tank farm for treatment. They stated that this had not occurred in four years. The inspectors asked if there was a SWPPP onsite. The facility provided a SWPPP that had been updated November 2021 for review. The inspectors requested the last 3 years of quarterly and annual inspection reports. While reviewing the SWPPP, the inspectors noted that in 2021 annual sampling there were metals found in the discharge. Additionally, the inspectors noted that the current permit coverage expires on June 8, 2022 and that the facility is required to re-apply for 3 PVS Technologies, Inc. 03/30/2022 coverage 90 days prior to expiration meaning that the application should have been submitted on March 08, 2022 and the facility was currently past due. The inspectors requested a copy of the training syllabus for and a map of the location of the stormwater valves. The inspectors left for lunch at 11:30 AM and returned at 12:20 PM. The inspectors then began the walkthrough of the facility. 2.2 Facility Walkthrough The inspectors began the walkthrough at the intersection of the east office road and the main road. The inspectors observed the ditch along the south side of the main road. The inspectors observed a culvert under the west office road and a ditch between the west office road and the east office road (photos 1-3). The inspectors walked east and observed the culvert under the east office road as well as the valve that controlled flow through the culvert (photos 4-7). The inspectors continued walking east along the main road and observed the ditch on the south side of the main road south of the process area. The inspectors observed a red color in the ditch (photos 8-10). The inspectors then observed a ditch on the north side of the main road east of the center access road. The inspectors observed that there was a strong red color in this ditch as well as a sheen on the water on the west side (photos 11-13). The facility personnel stated that this ditch did not connect to rest of the stormwater ditch system and did not have an outlet. The inspectors walked west along the ditch and followed a series of pipes north to a paved area in the center of the process area (photos 14-17). The inspectors observed the flow of a bright red liquid from an area around an exhaust tower. It appeared that there was a containment curb around the exhaust tower and blower fan, but that there was a gap through which the red liquid was flowing (photos 18 and 20). The inspectors walked back south along the center access road and observed several fuel cans stored outside (photo 21). The inspectors continued east along the main road and observed red coloring in the ditch on the south side of the main road (photo 22). The inspectors then observed the east end of the ditch on the north side of the main road (photo 23). The inspectors followed the main road north to where it intersected with the warehouse road. The inspectors observed a culvert pipe and valve on the north side of the warehouse road (photos 25 and 26). The inspectors also observed the south end of the culvert on the south side of the warehouse road (photos 26 and 27). The facility personnel stated that the ditch on the north side of the warehouse road was connected by a pipe to the ditch on the north side of the process area. 4 PVS Technologies, Inc. 03/30/2022 The inspectors walked east along the warehouse road and then east to the Gustafson Ditch (photos 28 and 29). The inspectors then walked west back toward the east side of the warehouse. The inspectors observed that there was a depression in the berm along the east side of the warehouse. This depression continued east down to Gustafson Ditch. It appeared that the depression could serve as a flow path for stormwater from the roof of the warehouse (photos 30 and 31). The inspectors continued walking north along Gustafson Ditch and observed the facility's outfall to Gustafson Ditch. The inspectors observed that there was a slight discharge occuring (photos 32-34). No red color was observed in the discharge or in Gustafson ditch. The inspectors then walked west. The inspectors observed a pipe protruding from the berm along the north side of the facility's property conveying stormwater from property to the north of the facility to Gustafson Ditch (photo 35). The inspectors walked west and observed the west end of the outfall pipe as well as the ditch that conveys stormwater from the stormwater pond to the outfall pipe (phots 37 and 38). No red color was observed in the ditch. The inspectors then walked west and observed the east end of the stormwater ditch on the north side of the warehouse (photo 39). The inspectors continued west and observed a paved area on the north side of the warehouse that was being used to store iron oxide toes, used chemical totes, and miscellaneous equipment. The paved area was coated with red colored stormwater (photos 40-42). The inspectors also observed the stormwater ditch on the northside of the paved area. This ditch contained bright red stormwater (photo 43 and 45). The inspectors then walked south and observed the tank farm and secondary containment (phot 44). The inspectors then walked northwest and observed the west side end of the northern stormwater ditch and the culvert under the gravel access road (photos 45 and 46). The inspectors then walked north and observed the west end of the ditch that conveys stormwater from the stormwater pond to the outfall (photo 47). The inspectors observed that the ditch passed through a culvert under the gravel access road (photo 48). The inspectors walked west and observed the valve at the stormwater water pond that releases stormwater to the outfall at Gustafson Ditch (photos 49 and 50). The inspectors then walked around the north side of the stormwater pond, around the west side to the south side. On the south side of the stormwater pond, the inspectors observed the pipe and valve that convey stormwater from the ditch to the south into the stormwater pond (photos 51 and 52). The Inspectors then walked north along the east side of the stormwater pond and returned to the north stormwater ditch so that the facility personnel could point out where the ditch on the south side of the warehouse connected (photo 53). The facility personnel stated that the pipe was obscured in the water vegetation. 5 PVS Technologies, Inc. 03/30/2022 The inspectors then walked southwest down the west access road and observed the ditch along the west side of the ditch that conveys stormwater to the south side of the stormwater pond. The inspectors then walked back to the office and held the closing conference. 2.3 Closing Conference and Post-Inspection Following the walkthrough of the facility, the inspectors held a closing conference in the office building. The Inspectors stated that they had three areas of concern: 1. For some of the ditches, the valves that controlled flow into or out of the ditch were obscured by vegetation. In an extreme precipitation event, it may be difficult to locate the valve to prevent an overflow. 2. The inspectors were concerned about whether the metals content shown in the 2021 annual report met water quality limits. 3. The status of the facility's past due permit re-application. The inspectors requested that the facility provide the following documents electronically: a copy of the SWPPP copies of annual and quarterly inspections copy of the syllabus for training used to meet the requirements of Rule 6 2017 Notice of Intent A map of the control valve locations for stormwater Following the inspection, on 04/13/2022, The facility representatives submitted to EPA the following documents. Storm Water Control Valve Map 2017 NOI 2019 Annual Report 2018 - 2022 Quarterly Inspection 2020 Name Change NOI 2022 Renewal NOI 2022 Renewal NOI Public Notice 2022 Annual Inspection 2022 Annual Report Facility SWPPP updated April 2022 Stormwater training syllabus Stormwater training attendance Record from 4/5/2022 - 4/7/2022 6 PVS Technologies, Inc. 03/30/2022 Following a review of the provided documents, EPA has identified the following areas of concern: 4. The maps provided in the SWPPP do not clearly denote "all on-site stormwater drainage and discharge conveyances" 5. The maps provided in the SWPPP do not show an outline of the drainage area for each stormwater outfall 6. The maps provided in the SWPPP do not show an outline of impervious surfaces, which includes pavement and buildings, and an estimate of the impervious and pervious surface square footage for each drainage area placed in a map legend. 7. The maps provided in the SWPPP do not show all existing structural control measures to reduce pollutants in stormwater runoff. 8. The maps provided in the SWPPP do not show all existing and historical underground or aboveground storage tank locations. 9. The maps provided in the SWPPP do not show all loading and unloading areas for solid and liquid bulk materials 10. The maps provided in the SWPPP do not show all existing and historical outdoor storage areas for raw materials, intermediary products, final products, and waste materials. 11. The non-stormwater discharge certification is unsigned. Additionally, while writing this inspection report, EPA identified the following areas of concern: 12. The depression in the berm on the east side of the warehouse has the potential to convey stormwater from the site to Gustafson Ditch. 13. The liquid stream coming from the exhaust stack seen in photos 18 and 20. 14. The uncovered storage totes located north of the warehouse. 15. Overall house-keeping that results in the widespread iron oxide coverage. 3. LIST OF ATTACHMENTS A) Aerial photo with selected observations from inspection identified B) Photo Log C) Facility post-inspection submittals 7 Attachment A Stormwater Pond Main Road West Office Road West Access Road East Office Road Office Building Outfall Tank Farm Warehouse Depression East of Warehous Warehouse Road 1 inch = 150 feet . PVS Technologies, Inc 1111 State Route 149 Burns Harbor, Indiana 41.59604005327116, -87.11672560824027 Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community Attachment B PVS Technologies, Inc. EPA Inspection March 30th, 2022 All photos taken by Benjamin D. Atkinson, Enforcement Officer, U.S. EPA Camera: RICOH WG-4 GPS 1: RIMG0001 Description: Looking west along the south side of the main road. Location: West of the west road to the office building. Camera Direction: West Date/Time: March 30th, 2022 12:36 PM Page 1 PVS Technologies Inc. 3/30/2022 2: RIMG0002 Description: Looking down at the culvert under the west road to the office building Location: West of the west road to the office building. Camera Direction: Down Date/Time: March 30th, 2022 12:36 PM 3: RIMG0003 Description: Looking east on the east side of the the west road to the office building. Location: The west road to the office building. Camera Direction: East Date/Time: March 30th, 2022 12:37 PM Page 2 PVS Technologies Inc. 3/30/2022 4: RIMG0004 Description: Looking east at the valve and culvert under the east office road. Location: West side of the east office road, south of the main road. Camera Direction: East Date/Time: March 30th, 2022 12:39 PM 5: RIMG0005 Description: Looking west along the ditch between the west office road and east office road. Note that the wooden post (red arrow) is the same wooden post seen in Photo 4. Location: West side of the east office road, south of the main road. Camera Direction: West Date/Time: March 30th, 2022 12:39 PM Page 3 PVS Technologies Inc. 3/30/2022 6: RIMG0006 Description: Looking east from east office road. Location: The intersection of the east office road and the main road. Camera Direction: East Date/Time: March 30th, 2022 12:40 PM 7: RIMG0007 Description: East side of the culvert under the east office road. Location: East side of the east office road. Camera Direction: Down Date/Time: March 30th, 2022 12:42 PM Page 4 PVS Technologies Inc. 3/30/2022 8: RIMG0008 Description: Red colored stormwater in the ditch on the south side of the main road south of the process area. Location: South of the main road, south of the process area. Camera Direction: West Date/Time: March 30th, 2022 12:44 PM 9: RIMG0009 Description: A close up photo of the red colored stormwater in the ditch on the south side of the main road south of the process area. Location: South of the main road, south of the process area. Camera Direction: Down Date/Time: March 30th, 2022 12:44 PM Page 5 PVS Technologies Inc. 3/30/2022 10: RIMG0010 Description: Looking east along the ditch with red colored stormwater on the south side of the main road south of the process area. Location: South of the main road, south of the process area. Camera Direction: East Date/Time: March 30th, 2022 12:44 PM 11: RIMG0011 Description: Looking west along the ditch on the north side of the main road south of the process area. Note that the stormwater is a dark red color. The facility personell stated that this ditch did not have an outlet. Location: North of the main road, east of the center access road, south of the process area. Camera Direction: West Date/Time: March 30th, 2022 12:45 PM Page 6 PVS Technologies Inc. 3/30/2022 12: RIMG0012 Description: Looking east along the ditch on the north side of the main road south of the process area. Location: The southeast corner of the facility. North of the main road, south of the process area. Camera Direction: East Date/Time: March 30th, 2022 12:45 PM 13: RIMG0013 Description: Looking northwest at the pipe conveying the red liquid to the ditch north of the main road and south of the processing area. Note that, in addition to the red color, there is a sheen visible on the surface of the liquid. Location: North of the main road, south of the process area. Camera Direction: Northwest Date/Time: March 30th, 2022 12:46 PM Page 7 PVS Technologies Inc. 3/30/2022 14: RIMG0014 Description: Looking northwest along the flow path that leads to the ditch in Photos 11-13. Location: The paved area in the southwest portion of the process area. Camera Direction: Northeast Date/Time: March 30th, 2022 12:49 PM 15: RIMG0015 Description: Looking down along the flow path that leads to the ditch in Photos 11-13. The pipe from Photo 14 flows into the pipe shown in Photo 15. Location: The paved area in the southwest portion of the process area. Camera Direction: Southeast Date/Time: March 30th, 2022 12:49 PM Page 8 PVS Technologies Inc. 3/30/2022 16: RIMG0016 Description: Flow path into the north end of the pipe seen in photo 14. Location: The paved area in the southwest portion of the process area. Camera Direction: Northeast Date/Time: March 30th, 202212:50 PM 17: RIMG0017 Description: Looking down into the north end of the pipe seen in photo 14. Location: The paved area in the southwest portion of the process area. Camera Direction: Southeast Date/Time: March 30th, 2022 12:50 PM Page 9 PVS Technologies Inc. 3/30/2022 18: RIMG0018 Description: Looking east toward an exhaust tower. Note that it appears that there is a liquid leaking out of the exhaust tower (blue arrow) and that there was a containment curb that has been breached (green arrow). Location: Central part of the process area. Camera Direction: East Date/Time: March 30th, 2022 12:52 AM 19: RIMG0019 Description: Looking north bewtween two building at the north end of the paved area of the process area. Location: The north end of the paved area of the process area. Camera Direction: North Date/Time: March 30th, 2022 12:52 PM Page 10 PVS Technologies Inc. 3/30/2022 20: RIMG0020 Description: Looking northeast at the ehxaust tower seen in Photo 18. Location: Central part of the process area. Camera Direction: Northeast Date/Time: March 30th, 2022 12:53 PM Page 11 PVS Technologies Inc. 3/30/2022 21: RIMG0021 Description: Looking east at a set of fuel cans stored outside. Location: South side of the process area. Camera Direction: East Date/Time: March 30th, 2022 12:55 PM 22: RIMG0022 Description:Looking southwest at a red plume in the ditch on the south side of the main road south of the process area. This is the same ditch seen in Photos 8, 9, and 10. Location: South of the main road, south of the process area. Camera Direction: Southwest Date/Time: March 30th, 2022 12:57 PM Page 12 PVS Technologies Inc. 3/30/2022 23: RIMG0023 Description: Looking northwest at the west end of the ditch seen in Photos 11, 12, and 13. Location: Southeast corner of the main road at the southeast corner of the process area. Camera Direction: Northwest Date/Time: March 30th, 2022 1:00 PM 24: RIMG0024 Description: Truck loading area on the east side of the process area. Location: East side of the facility. Camera Direction: West Date/Time: March 30th, 2022 1:02 PM Page 13 PVS Technologies Inc. 3/30/2022 25: RIMG0025 Description: Ditch, pipe, and valve at the northeast corner of the intersection of the mainroad on the east side of the facility and the road to the warehouse. Location: Southeast side of the facility, north of the warehouse road. Camera Direction: Southeast Date/Time: March 30th, 2022 1:02 PM Page 14 PVS Technologies Inc. 3/30/2022 26: RIMG0026 Description: Looking north across the warehouse road. Note the south end of the pipe with valve seen in Photo 25 (red arrow). Location: South side of the intersection of the main road and the warehouse road on the east side of the facility. Camera Direction: North Date/Time: March 30th, 2022 1:03 PM Page 15 PVS Technologies Inc. 3/30/2022 27: RIMG0027 Description: Looking south at the the south end of the pipe shown in Photo 26. Location: South side of the intersection of the main road and the warehouse road on the east side of the facility. Camera Direction: South Date/Time: March 30th, 2022 1:03 PM 28: RIMG0028 Description: Looking upstream along Gustafson Ditch east of the Facility. This is downstream of the stormwater discharge location. Location: East of the warehouse Camera Direction: Northeast Date/Time: March 30th, 2022 1:07 PM Page 16 PVS Technologies Inc. 3/30/2022 29: RIMG0029 Description: Looking downstream along Gustafson Ditch east of the Facility. This is downstream of the stormwater discharge location. Location: East of the warehouse Camera Direction: Southeast Date/Time: March 30th, 2022 1:07 PM 30: RIMG0030 Description: Depression in berm along east side of facility east of the warehouse. Location: East of the warehouse. Camera Direction: Southwest Date/Time: March 30th, 2022 1:12 PM Page 17 PVS Technologies Inc. 3/30/2022 31: RIMG0031 Description: Depression and potential pathway from the depression in berm along east side of facility east of the warehouse to Gustafson Ditch. Location: East of the warehouse. Camera Direction: Southeast Date/Time: March 30th, 2022 1:12 PM 32: RIMG0032 Description: Stormwater outfall from the facility to Gustafson Ditch. Location: Northeast corner of the facility. Camera Direction: East Date/Time: March 30th, 2022 1:17 PM Page 18 PVS Technologies Inc. 3/30/2022 33: RIMG0033 Description: Stormwater outfall from the facility to Gustafson Ditch. Location: Northeast corner of the facility. Camera Direction: South Date/Time: March 30th, 2022 1:19 PM 34: RIMG0034 Description: Close up of stormwater flowing from the stormwater outfall from the facility to Gustafson Ditch. Location: Northeast corner of the facility. Camera Direction: South Date/Time: March 30th, 2022 1:19 PM Page 19 PVS Technologies Inc. 3/30/2022 35: RIMG0035 Description: Pipe from the adjacent property conveying stormwater to Gustafson Ditch. Location: Northeast corner of the facility. Camera Direction: Northwest Date/Time: March 30th, 2022 1:20 PM Page 20 PVS Technologies Inc. 3/30/2022 36: RIMG0036 Description: Mistake Photo Location: Camera Direction: Date/Time: March 30th, 2022 Page 21 PVS Technologies Inc. 3/30/2022 37: RIMG0037 Description: West end of the facility's outfall to Gustafson Ditch. Location: Northeast corner of the facility. Camera Direction: North Date/Time: March 30th, 2022 1:23 PM 38: RIMG0038 Description: Looking northwest along the ditch that conveys stormwater to the stormwater outfall. Location: Northeast side of the facility. Camera Direction: Northwest Date/Time: March 30th, 2022 1:23 PM Page 22 PVS Technologies Inc. 3/30/2022 39: RIMG0039 Description: East side of ditch along north side of process area northeast of the warehouse. Location: Northeast of the warehouse. Camera Direction: West Date/Time: March 30th, 20221:27 PM 40: RIMG0040 Description: Paved area north of the warehouse where ferric oxide and used totes are being stored. Location: North of the warehouse. Camera Direction: North Date/Time: March 30th, 2022 1:30 PM Page 23 PVS Technologies Inc. 3/30/2022 41: RIMG0041 Description: Looking east across paved area north of the warehouse. Location: North of the warehouse. Camera Direction: East Date/Time: March 30th, 2022 1:30 PM 42: RIMG0042 Description: Used chemical totes and pallets stored on paved area north of the warehouse. Location: Northeast corner of paved area north of the warehouse. Camera Direction: Northeast Date/Time: March 30th, 2022 1:31 PM Page 24 PVS Technologies Inc. 3/30/2022 43: RIMG0043 Description: North side of the paved area. Note ditch along northside of paved area. Facility personnel stated that the the outlet of the pipe located in the ditch at the southwest corner of the warehouse was in this ditch but not visible due to vegetation. Location: North side of the paved area north of the warehouse. Camera Direction: North Date/Time: March 30th, 2022 1:31 PM 44: RIMG0044 Description: Secondary containment around tanks holding the spent pickling liquor and regenerated HCL. Location: Northeast part of the process area. Camera Direction: South Date/Time: March 30th, 2022 1:35 PM Page 25 PVS Technologies Inc. 3/30/2022 45: RIMG0045 Description: Looking east along the ditch on the north side of the paved area north of the warehouse. Location: Northwest of the paved area north of the warehouse. Camera Direction: East Date/Time: March 30th, 2022 1:38 PM 46: RIMG0046 Description: A ditch on the west side of a gravel access road and west of the Ditch in Photo 45. This ditch is connected to the ditch in Photo 45 by a culvert under the gravel access road. Location: Northwest of the paved area north of the warehouse. Camera Direction: West Date/Time: March 30th, 2022 1:39 PM Page 26 PVS Technologies Inc. 3/30/2022 47: RIMG0047 Description: Looking east along the ditch that carries stormwater from the stormwater pond to the outfall at Gustafson Ditch. Location: Northwest of the process area. Camera Direction: East Date/Time: March 30th, 2022 1:41 PM 48: RIMG0048 Description: Looking west along the ditch that carries stormwater from the stormwater pond to the outfall at Gustafson Ditch. This ditch flows through the pipe (red arrow) under the gravel access road to the ditch in Photo 47. Location: Northwest of the process area. Camera Direction: East Date/Time: March 30th, 2022 1:41 PM Page 27 PVS Technologies Inc. 3/30/2022 49: RIMG0049 Description: Control valve for the release of stormwater from the pond to the ditch (Photos 47 and 48) that conveys it to Gustafson Ditch (Photo 32). Location: Northeast corner of stormwater pond. Camera Direction: West Date/Time: March 30th, 20221:42 PM 50: RIMG0050 Description: Looking east along the ditch that carries stormwater from the stormwater pond to the outfall at Gustafson Ditch. This ditch flows through the pipe (red arrow) under the gravel access road to the ditch in Photo 47. Location: Northeast corner of stormwater pond. Camera Direction: East Date/Time: March 30th, 2022 1:43 PM Page 28 PVS Technologies Inc. 3/30/2022 51: RIMG0051 Description: Control valve allowing stormwater to enter the stormwater pond on the southwest side. Location: Southwest side of the stormwater pond. Camera Direction: Southwest Date/Time: March 30th, 2022 1:48 PM 52: RIMG0052 Description: North end of the pipe with valve seen in Photo 51. Location: Southwest corner of stormwater pond. Camera Direction: North Date/Time: March 30th, 2022 1:48 PM Page 29 PVS Technologies Inc. 3/30/2022 53: RIMG0053 Description: Marker (red arrow) within the ditch north of the paved area north of the warehouse which shows the location of the valve that controls flow from the ditch located at the southwest corner of the warehouse. Location: North of the paved area north of the warehouse. Camera Direction: North Date/Time: March 30th, 2022 1:58PM 54: RIMG0054 Description: Ditch along the west side of the west access road that conveys stormwater to the stormwater pond. Location: Southwest of the process area. Camera Direction: Northeast Date/Time: March 30th, 2022 2:04 PM Page 30 PVS Technologies Inc. 3/30/2022 Attachment C 60096427 M3V, LLC / LEGALS Customer Ad Proof Publication Contact Address 1 Address 2 City St Zip Phone Fax Section SubSection Category Ad Key Keywords Notes Ad Proof The Times M3V, LLC / LEGALS 11925 E. 65TH STREET INDIANAPOLIS IN 46236 8003181050 3176634775 Legals 199 Legal - Porter County 92573-1 NOI Public Notice PO Number Rate Order Price Amount Paid Amount Due Start/End Dates Insertions Size Salesperson(s) Taken By Order Nbr 92573 PP 74.00 0.00 74.00 04/05/2022 - 04/05/2022 1 17 Nicole Muscari Amanda Koepp MUN\munkoepa 1 of 1 3/31/2022 1:49:29 PM Stormwater Training Syllabus Section 1. General information for stormwater pollution prevention program. Section 2. The Stormwater Pollution Prevention Plan (SWPPP) Section 3. Best Management Practices Administrative BMP's o Preventative Maintenance o Spill Prevention and Response o Housekeeping Structural BMP's o Containments o Stormwater ditches o Stormwater control valves o Detention Pond Section 4. Sampling Requirements. Quarterly inspection Annual inspection Annual sample for lab analysis