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COMPLIANCE INFO_2020
Environmental Health - Public
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PR0516229
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COMPLIANCE INFO_2020
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Last modified
5/19/2020 5:20:43 PM
Creation date
5/19/2020 4:49:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2020
RECORD_ID
PR0516229
PE
2227
FACILITY_ID
FA0012386
FACILITY_NAME
BRANNON TIRE - CLAREMONT
STREET_NUMBER
4905
STREET_NAME
CLAREMONT
City
STOCKTON
Zip
95207
APN
10223010
CURRENT_STATUS
01
SITE_LOCATION
4905 CLAREMONT
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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The following is an itemized list of hazardous waste violations that have not been <br /> addressed for BRANNON TIRE - CLAREMONT as of March 13 , 2020 . <br /> Open violations from January 27 , 2020 inspection <br /> Violation #503 - Hazardous waste tank assessment is incomplete. <br /> OBSERVATION: This facility has hazardous waste tanks with incomplete tank assessments . The tank assessment <br /> reviewed during the inspection was a preliminary report that was missing the professional engineer stamp and <br /> signature . The tank assessment had a list of discrepancies to be corrected before the final report was issued . <br /> REGULATION GUIDANCE: 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 /> 5w 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 /> direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and <br /> evaluate the information submitted . Based on my inquiry of the person or persons who manage the system , or those <br /> persons directly responsible for gathering the information , the information submitted is , to be the best of my <br /> knowledge and belief, true , accurate , and complete . I am aware that there are significant penalties for submitting <br /> false information , including the possibility of fine and imprisonment for knowing violations . <br /> Title 22 California Code of Regulations section 66265 . 192 ( k) <br /> The tank system assessment shall include all of the following information : <br /> ( 1 ) tank configuration ( i . e . , horizontal , vertical ) , material of construction , and gross capacity ( in gallons) ; <br /> (2 ) design standard (s) , if available , according to which the tank and ancillary equipment were or will be constructed <br /> and all of the following information : <br /> Page 6 of 10 <br />
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