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COMPLIANCE INFO PRE 2019
Environmental Health - Public
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EL PINAL
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2200 - Hazardous Waste Program
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PR0535125
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COMPLIANCE INFO PRE 2019
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Last modified
12/26/2024 4:33:23 PM
Creation date
10/9/2019 9:26:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0535125
PE
2227
FACILITY_ID
FA0016178
FACILITY_NAME
URS MIDWEST INC DBA UNITED ROAD
STREET_NUMBER
1444
STREET_NAME
EL PINAL
STREET_TYPE
DR
City
STOCKTON
Zip
95205
APN
11736030
CURRENT_STATUS
01
SITE_LOCATION
1444 EL PINAL DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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COVEY AUTO EXPRESS,INC. Stockton,CA DK BARBER RCE 21,110 1/23/2014 <br /> 15.4 Strucural Design Requirements pg 2 of 3 <br /> Seismic Coefficients for nonbuilding structures not similar to buildings <br /> table 15.4-2 select Non-anchored"Ail-other" R= 1.5 <br /> 12.71 Fjfcttim seismic weight W,=Total DL+Total LL(operating weight,assume tank's contents at 100%full) <br /> DL= 71 LL= 1,992 W,= 2,063 LBS <br /> 15.7.6 Ground-Supported Storage Tanks for Liquids <br /> 15.7.6.1 IF Small tank anchored treat as rigid per Section 15.4.2 of this standard Fundamental Period 7 eq.12.8-7 <br /> Total V=0.30$,Wfo V=0.30 x 0.61 x 2,063 x 1.5= 563 Ta =C,h'„ per 15.4.4 bldgs only <br /> AST Only VKr=V=0.30 x 0.61 x 71 x 1.5= 19 from table U-8-2 All other structural <br /> Contents Only V.m. i V=0.30 x 0.61 x 2,134 x 1.5= 544 C1= 0.02 systems <br /> x v 0.75 <br /> 15.4.2 IF Small tank not anchored treat as rigid per Section 15.4.2 of this standard h= 4.5C <br /> where T Is less than 0.06 So, To = 0.062 ,as T.is<0.06 s <br /> 5m Is the design spectral response V-0.30 SgW6 eq.15.4-5 <br /> Overturning Moment apply Vat AST cg <br /> where Va,= 19 <br /> where V._,= 544 <br /> 563 =Total seismic base shear <br /> ,ep,erq <br /> seismic Mvo as,=V,,, x 2.25 It - 19 x 2.25 - 43 <br /> seismic My u=V,,,a,x 2.25 h = 544 x 2.25 = 1,224 <br /> where Mexi,= 1,267 CG,= 2.25 <br /> resist Me=W,x CG, = 2,063 x 1.31 = 2,711 F.S. 2711/1267= 2.14 <br /> Sliding without anchorage Flat on finished concrete floor No problem <br /> Check If Sliding Compare frictional resistance vs.V although eastward and soutward movement is blocked <br /> 15.7.6.1.5 V<W,tan 306 V<2,053 x 0.577 V<1,302 max seismic base shear shall not exceed <br /> 563 vs 11190 fz. 1190/563= 2.11 <br /> No problem <br /> What happens if horizontal movement during major earthquake? Won't tip over if AST slides westward,additionally,may ha another tank <br /> floor is at same elevation(see photo). Exterior wall resticts travel. <br /> Flotation: Empty Weight= 71 lbs, Area(SF)= 13.1 Bouyant at 0.09 FT of water above tank button,if AST Empty. <br /> Tank on concrete shop floor <br /> Flotation due to flooding is not a concern at this location,tank could float if water was 0.09 FT deep and AST empty. <br /> Review of FEMA Map does not suggest flooding in less than 100 year event. <br />
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