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TILLIE LEWIS
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1477
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2800 - Aboveground Petroleum Storage Program
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PR0523160
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COMPLIANCE INFO
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Last modified
5/28/2019 10:34:21 AM
Creation date
3/26/2019 4:50:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2800 - Aboveground Petroleum Storage Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0523160
PE
2832
FACILITY_ID
FA0010602
FACILITY_NAME
WILLIAMS TANK LINES
STREET_NUMBER
1477
STREET_NAME
TILLIE LEWIS
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16336003
CURRENT_STATUS
01
SITE_LOCATION
1477 TILLIE LEWIS DR
QC Status
Approved
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EHD - Public
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Section 6 of the standard focuses on factors to consider when establishing inspection intervals and <br /> covers detailed procedures for performing external and internal tank integrity inspections. Inspection intervals <br /> are largely dependent upon a tank's service history.The standard establishes time intervals for when routine in- <br /> service inspections of the tank exterior are to be conducted by the owner/operator and when external visual <br /> inspections are to be conducted by an authorized inspector. External ultrasonic thickness (UT) inspections may <br /> also be conducted periodically to measure the thickness of the shell and are used to determine the rate of <br /> corrosion.Time intervals for external UT inspections are also provided and are based on whether the corrosion <br /> rate is known. <br /> Internal inspections (Section 6.4 of the standard) primarily focus on measuring the thickness of the tank <br /> bottom and assessing its integrity. Measured or anticipated corrosion rates of the tank bottom can be used to <br /> establish internal inspection intervals; however, the inspection interval cannot exceed 30 years using these <br /> criteria if the tank has a release prevention barrier and 20 years if the tank does not have a release prevention <br /> barrier.Alternatively, risk-based inspection (RBI) procedures,which focus attention specifically on the <br /> equipment and associated deterioration mechanisms presenting the most risk to the facility(Section 6.4.2.4 of <br /> the standard), can be used to establish internal inspection intervals; an RBI may increase or decrease the <br /> inspection interval. API 653 states that an RBI assessment shall be reviewed and approved by an authorized tank <br /> inspector and a tank design/corrosion engineer. If a facility chooses to use RBI in the development of a tank <br /> integrity testing program,the EPA inspector should verify that these parties conducted the initial RBI <br /> assessment. <br /> An external inspection (Section 6.5 of the standard) can be used in place of an internal inspection to <br /> determine the bottom plate thickness in cases where the external tank bottom is accessible due to construction, <br /> size, or other aspects. If chosen,this option should be documented and included as part of the tank's permanent <br /> record. Owners/operators should maintain records that detail construction, inspection history, and <br /> repair/alteration history for the tank (Section 6.8 of the standard). Section 6.9 of the standard stipulates that <br /> detailed reports should be filed for every inspection performed. <br /> Sections 7 through 11 of API 653 do not address integrity testing, but instead focus on the repair, <br /> alteration, and reconstruction of tanks.Section 12 provides specific criteria for examining and testing repairs <br /> made to tanks. Section 13 addresses the specific requirements for recording any evaluations, repairs, <br /> alterations, or reconstructions that have been performed on a tank in accordance with this standard. <br /> Several annexes provide additional information: <br /> • Annex A to API 653 provides background information on previously published editions of API <br /> welded steel storage tank standards. <br /> • Annex B details the approaches that are used to monitor and evaluate the settlement of a tank <br /> bottom. <br /> SPCC GUIDANCE FOR REGIONAL INSPECTORS 7-63 <br /> December 16, 2013 <br />
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