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COMPLIANCE INFO_PRE 2019
Environmental Health - Public
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EHD Program Facility Records by Street Name
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AUTO CENTER
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2200 - Hazardous Waste Program
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PR0514025
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COMPLIANCE INFO_PRE 2019
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Last modified
1/15/2020 1:55:41 PM
Creation date
1/15/2020 11:39:52 AM
Metadata
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Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0514025
PE
2228
FACILITY_ID
FA0009757
FACILITY_NAME
STOCKTON DODGE INC
STREET_NUMBER
3333
STREET_NAME
AUTO CENTER
STREET_TYPE
CIR
City
STOCKTON
Zip
95212
APN
12802012
CURRENT_STATUS
01
SITE_LOCATION
3333 AUTO CENTER CIR
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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Stockton Dodge Chrysler Jeep Ram, Used Oil Tank, (Facility 11745), 22§CCR 66265.192, August 2018 <br /> A.3 Seismic Loading Analysis <br /> Product Specific Gravity,SG 0.90 Used Oil <br /> Tank Width,W 3.75 ft <br /> Tank Length L 6.19 ft <br /> Tank Height,H 5.08 <br /> L/D Ratio 1.65 <br /> Tank Capacity,V 650.00 gallons <br /> Risk Category III ASCE 7 Table 1.5-1 <br /> Importance Factor,le 1.25 ASCE 7 Table 1.5-2 <br /> Response Modification Coefficient,R 1.5 ASCE 7 15.4-2 <br /> Spectral Response Acceleration,Sl 0.317 USGS Design Maps <br /> Spectral Response Acceleration,SDS 0.645 USGS Design Maps <br /> +<—VAxial Loads <br /> Y Outer Shell 530.63 W/ftA2=5.625 @t=0.14" <br /> W —T <br /> Inner Shell 484.15 <br /> 2-$ Outer To 153.54 <br /> Inner Top/Bottom 215.00 <br /> Tank Weight,WT 1,533.32 lbs 150 misc <br /> Product Weight,Wp 4,881.83 lbs <br /> Lateral Loads <br /> Approximate Fundamental Period,Ta 0.07 sec ASCE 7 12.8-7 <br /> Seismic Response Coefficeient,Cs 0.54 ASCE 7 12.8-2 <br /> Min Seismic Response Coefficeient,Cs 0.21 ASCE 7 15.4-2 <br /> Seismic Base Shear,V 3,448.14 lbs ASCE 7 12.8-2 <br /> Moments <br /> Height of Applied Lateral load,Hs 2.67 ft <br /> Overturning,Mo 9,195.04 lbs-ft (Unfactored) <br /> Distance to center of mass,d 1.88 ft <br /> Resisting,Mr 12,028.39 lbs-ft (Unfactored) <br /> Factor of Safety(FS) 1.12 ASCE 7 2.4.1(factored) <br /> No Uplift <br /> 14 <br />
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