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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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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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SEISMIC CALCULATIONS 1/21/2014 Insp.Date DK BARBER RCE 21,110 exp 9/30/15 <br /> 1/23/2014 Calc.Date pg 1 of 3 <br /> OWNER COVEY AUTO EXPRESS,INC. Mike Covey Jr. 209464-0016ref ASCE 7-05 <br /> ADDRESS 1444 EI Final Dr. Length OD I SM ft •Mel4 209 993-4298 Loam fp, <br /> CF-- <br /> Stockton,CA 95205 gide:.4omersvaawes <br /> Lat.,Long. 37'57'47.10"N,121-17'31.76"W N-S XSec 'f <br /> TANK ID Waste Oil SOO GA Mfg.King Bros.Portland,OR <br /> No UL Tag no date <br /> Description Single Wall Steel possibly UL342 <br /> (Ib/s0 Length Diameter Weigh �ygr <br /> Est. sured o.mLBS <br /> mea3 FT loo? FT loo) LBS <br /> Outer Shell 12 ga A-36 4.375 5.53 3.95 407 <br /> Volume 501 GA <br /> measured 0.105 <br /> -ma 12 gY bare meal= OX11 du:1 e15C14!0.krtah 90%full is mammum allowed <br /> but assume <br /> Support chocked with 2dmbers est 4"x4" no anchorage 0 3.6s iW% <br /> Fittings-vent,fill single 2"on top LS 2 <br /> Total AST DL 409A2M <br /> a1 <br /> Nominal AST Capacity 500 GA ,gsr,za ,1� <br /> Contents Waste Motor Oil,assume SPG= 0.91 rp,g,ygg <br /> 7.48 GA/CF 56.8 LB/CFI"al 7.59 LB/GAI, <br /> Calc.Vol. 67 CF or 501 GA or 3,800 LB Ima.mearencl DL LL Total <br /> Work.Vol.@ 100% 501 GA or 3,800 LB(Fluid) 441 a 3gao 4.1.9 las <br /> Code Ref:ASCE 7-05,CBC 2007 <br /> Sec 15.7 Tanks&Vessels <br /> 11.4 Seismic Ground Motion Values <br /> 11.1.1 MapPedspeaml Response Lat.,Long.37'5844"N,121°16'38"W <br /> fig 22-3 0.2 sec S, 0.70(stsci Short Period <br /> 6,22A 1.0 sec S1= 0.2715tac1ruin( 1Second Period <br /> 11.4 Jifteaass Sits on shop or containment concrete floor <br /> 20.1 Site Classification Stiff Soil i "D" <br /> 12A3 Site CiVjroentr 6 Ad ated Mastmum eomldered EaMpuate(Mal Sptttv/Fesponsegctt/erodon perometers <br /> table tt.&I Wcoe sent F,= 1.3 Stag=FS,= 1.3 X0.70= 0.91 <br /> table sl.a2 sue Caemdent F,=1.8 S.,=F,51- 1.8 X0.27= 0.49 <br /> 11.4.4 Design spectral Accekmdon Pommeters <br /> 1143 Sm=2/3 Svs= 2/3 X 0.91 = 0.61 <br /> 11.4.4 Sp1=2/3 5.1= 2/3 X 0.49 = 0.32 <br /> ]1.6lmportanu Fottarand Cacnsxii,Cat,g 5tlevrr4Frame./senlaMYxed ASr <br /> Occupancy Factor Table 1-1 Low Risk -? Cat R=7, = LS Non-anchored"All-other" <br /> ibS.Lfable-L1 a.p.tm Dae. /, = LS reference 13.1.3 rymporrtnt lmportarue FattoPeontaim hazardous matenaw <br /> 116 se k oedgn Cet s, 027 rs kis than 0.33 and OccuparR.y Category b NI other snuaures shall be assigned W,ad upon mon save,. <br /> table u.&1 Short Period Response Acceleration Parameter =>"g" <br /> table 116-2 1 Sec Period Response Acceleration Parameter L�select worse case <br />
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