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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 <br /> Seismic Coefficients for nonbuilding structures not similar to buildings pg 2 of 3 <br /> table 15.4-2 select Non-anchored"All-other" R=1.5 <br /> 1272 Effective Sei kWdghr W,=Total DL+Total LL(operating weight,assume tank's contents at 100%full) <br /> DL= 409 LL= 3,800 W,= 4,209 LBS <br /> 15.7.6 Ground-Supported Storage Tanks for Liquids <br /> 15.7.6.1 IF Small tank anchored treatasrigid per Section 15.42 of this standard <br /> Fundamental Period? eq.12.8-7 <br /> Total V=0.305gWfe V=0.30z0.61x 4,215x 1.5= 1,149 T, <br /> = <br /> AST OnlyCih°n per 15.4.4 Wits only <br /> Vye V=0.30 x 0.61 z 415 x 1.5= 112 from table 12.8-2 All other structural <br /> Contents Only Vc„,d V=0.30 x 0.61 x 3,800 x 1.5= 1,037 Cr= 0.02 <br /> systems <br /> 15.4.2 IF Small tankno[anchored. trea[asri id x= 0.75 <br /> 8 Per Section 15.4.2 of this standard h= 3.95 <br /> where T is less than 0.06 54, T. = 0.056 ,as T.is<0.06s <br /> Sm is the design spectral response V=0.30 SgW6 eq.15.4.5 <br /> Overturning Moment apply V at AST cg <br /> where V,,,r= 112 <br /> whereV..= 1,037 <br /> 1,149 =Total seismic base shear <br /> FnP,M6, <br /> seismic Mvo asr=V.,. x 2.08 ft = 112 x 2.08 - 232 <br /> seismic My u=V,,,,,x 2.08 ft = 1,037 x 2.08 = 2,153 <br /> where M.= <br /> 2,384 CG,= 2.08 <br /> resist Ms=W,x CGa = 4,209 x 1.25 = 5,262 fs. 5262l2384= <br /> Sliding without anchorage wood block 221 <br /> Check If Sliding Compare frictional resistance vs.V although eastward and soutward movement is blocked No problem <br /> 15.7.6.1.5 V<W,tan 30° V<2,257 x 0.577 V<1,302 max seismic base shear shall not exceed <br /> 1,149 W 2,429 f.s.=2429/1149= 2.11 <br /> No problem <br /> Plugs should be steel. <br /> Wood Blocking shoud be pelaced with steel saddle,elevate AST at least 4 IN above floor <br /> What happens if horizontal movement during major earthquake? Won't tip over if AST slides westward,addsfio ll$may ha another rank <br /> floor is at same elevation(see photo). Exterior wall resticts travel. <br /> Flotation: Empty Weight= 409 lbs, Area(SF)= 21.8 Bouyant at 0.30 FT of water above tank botton,if AST Empty. <br /> Tank in concrete containment basin <br /> Flotation due to flooding is not a concern at this location,tank could Float if water was 0.30 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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