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COMPLIANCE INFO_2020
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COMPLIANCE INFO_2020
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Entry Properties
Last modified
12/29/2021 6:24:14 PM
Creation date
8/17/2020 2:34:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2020
RECORD_ID
PR0220086
PE
2250
FACILITY_ID
FA0006674
FACILITY_NAME
OWENS-BROCKWAY GLASS CONTAINER INC
STREET_NUMBER
14700
Direction
W
STREET_NAME
SCHULTE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
209-240-24
CURRENT_STATUS
01
SITE_LOCATION
14700 W SCHULTE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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S A N J 0 A Q I I I Irl Environmental Health Department <br /> C C u N T AMENDED <br /> 8/10/2020 <br /> RCRA Large Quantity Hazardous Waste Generator Inspection Report <br /> Facility Name: Facility Address: Date: <br /> OWENS-BROCKWAY GLASS CONTAINER INC 1 14700 W SCHULTE RD,TRACY August 10, 2020 <br /> SUMMARY OF VIOLATIONS <br /> (CLASS I,CLASS II,or MINOR-Notice to Comply) <br /> Item# Remarks <br /> 502 CCR 66265.192(a) Failed to comply with new hazardous waste tank system assessment requirements. <br /> OBSERVATION: A 1000 gallon oily water poly tank was observed in the vehicle wash area. According to the <br /> environmental manager, Bill Boscacci, the tank does not have a PE certified hazardous waste assessment because <br /> the tank was installed before July 1, 1991. The facility could not provide any documents during the inspection to <br /> prove that the tank was built before 1991. <br /> REGULATION GUIDANCE: <br /> Title 22 California Code of Regulations section 66265.192(a) <br /> Owners or operators of new tank systems or components shall ensure that the foundation, structural support, <br /> seams, connections, and pressure controls(if applicable)are adequately designed and that the tank system has <br /> sufficient structural strength, compatibility with the waste(s)to be transferred, stored or treated, and corrosion <br /> protection so that it will not collapse, rupture, or fail.The owner or operator shall obtain a written assessment <br /> reviewed and certified by an independent, qualified, professional engineer, registered in California in accordance <br /> with section 66270.11(d)attesting that the system has sufficient structural integrity, is acceptable for the <br /> transferring, storing and treating of hazardous waste, and that the tanks and containment system are suitably <br /> designed to achieve the requirements of this article. This assessment shall be obtained prior to placing the tank <br /> system in service, and shall be kept on file at the facility.This assessment shall also include, at a minimum,the <br /> following information: <br /> (1)design standard(s)according to which the tank(s)and ancillary equipment are or will be constructed; <br /> (2)hazardous characteristics of the waste(s)to be handled; <br /> (3)for new tank systems or components in which the external shell of a metal tank or any external metal component <br /> of the tank system is or will be in contact with the soil or with water, a determination by a corrosion expert of: <br /> (A)factors affecting the potential for corrosion, including but not limited to: <br /> 1. soil moisture content; <br /> 2. soil pH; <br /> 3. soil sulfides level; <br /> 4. soil resistivity; <br /> 5. structure to soil potential; <br /> 6. influence of nearby underground metal structures(e.g., piping); <br /> 7. stray electric current; and, <br /> 8. existing corrosion-protection measures(e.g., coating, cathodic protection), and <br /> (B)the type and degree of external corrosion protection that are needed to ensure the integrity of the tank system <br /> during the use of the tank system or component, consisting of one or more of the following: <br /> 1. corrosion-resistant materials of construction such as special alloys or fiberglass-reinforced plastic; <br /> 2. corrosion-resistant coating (such as epoxy or fiberglass)with cathodic protection (e.g., impressed current or <br /> sacrificial anodes); and <br /> 3. electrical isolation devices such as insulating joints and flanges; <br /> (4)for underground tank system components that are likely to be affected by vehicular traffic, a determination of <br /> design or operational measures that will protect the tank system against potential damage; and <br /> (5)design considerations to ensure that: <br /> (A)tank foundations will maintain the load of a full tank; <br /> (B)tank systems will be anchored to prevent flotation or dislodgement where the tank system is placed in a <br /> saturated zone, or is located within a seismic fault zone; and <br /> (C)tank systems will withstand the effects of frost heave. <br /> Title 22 California Code of Regulations section 66270.11 <br /> (d)Certification. I certify under penalty of law that this document and all attachments were prepared under my <br /> FA0006674 PR0220086 SCO01 08/10/2020 <br /> EHD 22-03 Rev.9/20/2019 Page 8 of 13 RCRA Large Quantity Hazardous Waste Generator OIR <br /> 1868 E. Hazelton Avenue I Stockton, California 95205 1 T 209 468-3420 1 F 209 464-0138 1 www.sjcehd.com <br />
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