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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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Entry Properties
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
Tags
EHD - Public
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12 February 2018 AdvaneedGeo <br /> AGE Project No. 11-1934 Fnvironmental <br /> Page 5 of 5 n. <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 <br /> 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 -970 Ibf foot (ft). The safety factor was calculated <br /> at approximately 3.7. The tank, without additional components, is of sufficient weight to <br /> not spill during a potential seismic event for this area. Figure 3 shows the AST top and <br /> northeast 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 <br /> its intended use. The total seismic load of the tank is calculated at 1,001 Ibf when empty <br /> and 4,601 Ibf when full. <br /> 6.0. DISCREPANCIES AND NON-COMPLIANT ISSUES <br /> No initial discrepancies or fixes were found during the inspection and AST assessment <br /> conducted by AGE representatives on 09 January 2018. <br /> 7.0. LIMITATIONS <br /> Our professional services were performed using that degree of care and skill ordinarily <br /> exercised by environmental consultants practicing in this or similar localities. The findings <br /> were based upon results provided by an independent subcontractor. Evaluation of the <br /> conditions at the site for the purpose of this investigation was made from a limited number <br /> of available data points (field measurements) and conditions may vary away from these <br /> data points. No other warranty, expressed or implied, is made as to the professional <br /> interpretations, opinions and recommendations contained in this report <br />
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