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SAN JOAQUIN <br />CCUNT <br />Environmental Health Department <br />Permit By Rule Treatment Facility Inspection Report <br />Facility Name: <br />1 <br />Facility Address: <br />Date: <br />METAL FINISHING SOLUTIONS - STOCKTON <br />1325 EL PINAL DR, STOCKTON <br />July 20, 2021 <br />SUMMARY OF VIOLATIONS <br />(CLASS I, CLASS II, or MINOR - Notice to Comply) <br />Item # <br />Remarks <br />203 <br />CCR 67450.3(c)(9)(F) Failed to have a complete new hazardous waste tank system assessment. <br />OBSERVATION: This hazardous waste treatment facility has hazardous waste tanks with incomplete tank <br />assessments. <br />- The PE Certification statement is incomplete. Statement is missing "be" in "...to be the best of..." <br />- Capacity of secondary containment, seismic calculations, wall thickness determination method, tank tightness test <br />results, piping diameter and description of pumps are missing from the tank assessments for the 1500 gallon acid <br />waste tank, 1500 gallon alkaline waste tank, 1000 gallon neutralization tank 1 and 1000 gallon neutralization tank 2. <br />Note: This violation was noted in the 8/31/2020 inspection report and has not been corrected. <br />REGULATION GUIDANCE: <br />Title 22 California Code of Regulations section 66265.192(a) - new tank systems <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 />FA0024706 PR0543720 SCO01 07/20/2021 <br />EHD 22-04 Rev. 9/16/2020 Page 7 of 11 Permit By Rule Treatment Facility OIR <br />1868 E. Hazelton Avenue I Stockton, California 95205 1 T 209 468-3420 1 F 209 464-0138 1 www.sjgov.org/EHD <br />