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COMPLIANCE INFO_2019
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COMPLIANCE INFO_2019
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Last modified
6/19/2020 10:42:56 AM
Creation date
6/19/2020 10:35:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2019
RECORD_ID
PR0513910
PE
2228
FACILITY_ID
FA0003743
FACILITY_NAME
CANEPAS LUBE & OIL
STREET_NUMBER
6220
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
08136004
CURRENT_STATUS
01
SITE_LOCATION
6220 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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SJGOV\dsedra
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EHD - Public
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30 March 2019 AdvancedGeo <br /> AGE Project No. 10-1787 Environmental <br /> Page 5 of 6 <br /> 5.1. CALCULATION <br /> Seismic analysis is calculated by using AST specifications and finding the horizontal <br /> shear, the overturn moment and the safety factor the AST will withstand during a seismic <br /> event. Seismic data used in the calculation is included as Table 2. The calculations are <br /> included as Appendix B. <br /> 5.1.1. Tank Specifications <br /> The 1,000-gallon AST primary and secondary compartments are manufactured from 10- <br /> gauge steel with a standard 1/8-inches in thickness, 55-inches in width, 113-inches in <br /> length and height of 48-inches. Containment Solutions (manufacturer) indicated that the <br /> tank weighs 2,200 pounds (lbs.) when empty. Waste oil is temporarily stored within the <br /> tank. 1,000-gallons of waste oil weighs approximately 450 lbs. The total seismic load of <br /> the tank is calculated to be 2,200 lbs. when empty and 2,650 lbs. when full. <br /> 5.1.2. Calculation Results <br /> The pounds of horizontal shear are calculated at approximately 668 pounds force (Ibf). <br /> The tank overturn moment is calculated at approximately-68,245-pound force foot (Ibf ft). <br /> The safety factor was calculated at approximately -8.6. The tank without additional <br /> components is sufficient to not spill during a potential seismic event for this area. Figure 3 <br /> shows the AST top and east side with dimensions. The seismic calculations are included <br /> as Appendix B. <br /> 5.2. SEISMIC ANCHORING <br /> AST seismic anchoring includes a total of three 6-inch by 3.25-inch by 0.25-inch steel <br /> plates bolted approximately 3.5-inches into the concrete slab which the tank rests on. <br /> Each steel plate is bolted to the forklift "feet" which are welded onto the tank. <br /> Additionally, the AST is surrounded on the east south and west sides by a six-inch brick <br /> wall within approximately 5-inches of those sides. The north AST side is approximately <br /> two feet from the Facility compressor and three feet from the north brick wall. The AST is <br /> shown in Figure 3. <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 2,200 lbs. when empty <br /> and 2,650 lbs. when full. <br />
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