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COMPLIANCE INFO_PRE 2019
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PR0514278
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COMPLIANCE INFO_PRE 2019
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Last modified
5/31/2019 12:39:53 PM
Creation date
10/31/2018 9:41:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0514278
PE
2228
FACILITY_ID
FA0010308
FACILITY_NAME
TRACY CHEVROLET
STREET_NUMBER
3400
STREET_NAME
AUTO PLAZA
STREET_TYPE
WAY
City
TRACY
Zip
95376
APN
21227011
CURRENT_STATUS
01
SITE_LOCATION
3400 AUTO PLAZA WAY
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
FRuiz
Supplemental fields
FilePath
\MIGRATIONS\A\AUTO PLAZA\3400\PR0514278\COMPLIANCE INFO 2001- 2017.PDF
QuestysFileName
COMPLIANCE INFO 2001- 2017
QuestysRecordDate
7/19/2018 3:46:14 PM
QuestysRecordID
3944121
QuestysRecordType
12
QuestysStateID
1
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EHD - Public
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22 August 2011 <br /> AGE-NC Project No. 11-1934 <br /> Page 5 of 6 <br /> 5.0. SEISMIC ANALYSIS <br /> A seismic analysis is provided to verify the AST will not tip or turn over during a seismic <br /> event. Seismic data used in the calculation is included as Table 5. The calculations are <br /> included as Appendix A. <br /> 5.1. SEISMIC CALCULATION <br /> The seismic analysis is calculated by using AST specifications and finding the horizontal <br /> shear, the over turn moment and the safety factor the AST will withstand during a seismic <br /> event. Seismic data used in the calculation is included as Table 5. The calculations are <br /> included as Appendix A. <br /> 5.1.1. AST Specifications <br /> The 480-gallon AST primary and secondary compartment materials of manufacture are <br /> discussed in Sections 2.1.3 and 3.1. The AST weighs of 1,001 pounds (Ibs) when empty <br /> is calculated, by extrapolation, using a similar use AST. Waste oil is temporarily stored <br /> within the tank. 480-gallons of waste oil weighs approximately 3,600 lbs. The total seismic <br /> load of the tank is calculated to be 1,001 Ib force (Ibf)when empty and 4,601 Ibf when full. <br /> 5.1.2. Seismic Calculation Results <br /> The pounds of horizontal shear are calculated at approximately 252 Ibf. The tank overturn <br /> moment is calculated at approximately -973 Ibf foot (ft). The safety factor was calculated <br /> at approximately 3.7. The tank, without additional components, is of sufficient weight to not <br /> spill during a potential seismic event for this area. Figure 3 shows the AST top and north <br /> east sides with dimensions. The seismic calculations are included as Appendix A. <br /> 5.2. SEISMIC ANCHORING <br /> AST seismic anchoring is not required based on seismic shear moment and over turn <br /> calculations, discussed in section 5.1. <br /> 5.3. INTEGRITY TEST FINDINGS <br /> Based on the calculations discussed in Section 5.1., the AST has sufficient integrity for its <br /> Advanced GeoEnvironmental,Inc. <br />
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