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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
Tags
EHD - Public
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A � <br /> ABOVEGROUND STORAGE TANK ASSESSMENT CALCULATIONS <br /> TRACY CHEVROLET <br /> 3400 Auto Plaza Way, Tracy, California <br /> The 480-gallon (gal) aboveground waste oil tank (AST) has parameters as indicated on Figure 3. <br /> AST WEIGHT <br /> The 480-gallon AST (AST4B,) has a weight found by extrapolation utilizing a known tank weight for a 350-gal <br /> AST (AST 850) . The AST350 has a weight of 730 pounds (lb)when empty and a laden weight of approximately <br /> 3,355 Ib. The weight of 480-gal of waste oil, using a conversion factor of 7.5 Ib per gallon, is 3,600 Ib. The <br /> AST480 weight is found to be 1,001 Ib. <br /> HORIZONTAL SHEAR CALCULATION <br /> V = 0.7 x Ca x I x Total AST Empty Weight <br /> where: V = Horizontal Shear <br /> CS = Seismic Coefficient (Table 16-Q, 1997 Uniform Building Code (UBC)) <br /> I = Occupancy Importance Factor (Table 16-k, 1997 UBC)) <br /> V = 0.7 x 0.36 x 1.0 x 1,001 pounds force (lb,) <br /> = 252 Ibf <br /> The horizontal shear is calculated at approximately 252 Ib,. <br /> OVERTURN MOMENT CALCULATION <br /> OT = [V x Tank Height (HP) x 0.5] - [Total AST Empty Weight x Tank Width (Wp) x 0.5] <br /> where: OT = Overturn Moment <br /> HP = Tank Height= 39 in <br /> WP = Tank Width = 33 in <br /> OT = [252 Ib,x 39 in x (1 ft/12 in) x 0.5] - [1,001 Ib x 33 in x (1 ft/12 in) x 0.5] = 409 Ib - 1,376 Ib <br /> _ - 973 Ib,ft <br /> The tank overturn moment is calculated at approximately-973 Ib,ft.which is less than zero,therefore the tank <br /> will not overturn. <br /> SAFETY FACTOR CALCULATION <br /> SF = [(Total AST Empty Weight x Wp x 0.5)] _ [V x Tank Height (HP) x 0.5] <br /> where: SF= Safety Factor <br /> SF = [( 1001 Ib x 33 in x (1 ft_ 12 in) x 0.5)] _ [252 Ib,x 39 in x (1 ft/12 in) x 0.5] <br /> = 3.7 <br /> The safety factor was calculated at approximately 3.7 which is greater than 1, therefore the safety factor is <br /> sufficient to not overturn. <br /> Note: <br /> in = inch <br /> ft=foot <br /> Ch2o=7.5 Ib/gal=pounds to gallon conversion factor <br /> AST empty and laden weights are estimated based on comparable tanks. <br />
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