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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 1/21/20141nsp.Date DK BARBER RCE 21,130 exp 9/30/15 <br /> 1/23/2014 Calc.Date Pg 1 of 5 <br /> OWNER COVEY AUTO EXPRESS,INC. Mike Coveylr. ref ASCE 7-05 <br /> 209464-0016 ,Min a.ren toads ror <br /> ADDRESS 1444 EI Final Dr. Cell-209 9934298 - eM¢z a oe e'S . <br /> Stockton,CA 95205 <br /> Lat.,Long. 370 5747.10"N,121°17'31.76`W N-S XSec <br /> TANK ID Waste Oil 275GAObround Mfg.GENERIC 2000-2010 <br /> Description Single Wall Steel Ut80 <br /> n aqo <br /> (Ib/sf) Length Width Heigth Weight(W) �W <br /> Est. measured 0.073 FT(oo) FT loci FT(Do) LBS <br /> Outer Shell 14 ga A-36 3.13 5.00 2.21 2.67 153 ov.p.s {x:..21, y <br /> tarubo0.s.wit <br /> E <br /> nom u¢i Wmmetal• dens tt[n-[4 e9 spL¢Lb,per c,b. V� I 90",o full Isminsume umallowed <br /> but assume iC09i <br /> Support (4) 1.5"pipe legs est 4`+casters 8 <br /> Fittings-vent,fill LS 8 <br /> Total AST OL 169 W U.Lit _ 0.33 11 in Plea) <br /> Nominal AST Capacity 275 GA c44Mt.u] 1dipzoea <br /> Contents Waste Motor Oil,assume SpG= 0.91 0.92 <br /> 7.48 7.48 GA/CF 56.8 LB/CFI,,,pl 7.59 LB/GAI,,,ol notruL142eip5zmmNalbA <br /> Calc Vol. 0.0 CF or - GA or - LB timeThemetz: DL LL Total <br /> Work.Vol.@ 100% 275 GA or 2,088 LB(Fluid) 169 + acre 2,257 LOS <br /> Code Ref:ASCE 7-0S,CBC 2007 <br /> sec 15.7 Tanks$Vessels <br /> 11.4 Seismic Ground Motion Values <br /> 11.4.1 Mopprdspenrolrespo,ve Lat.,Long.37058'44"N,121016'38"W <br /> fig u-3 0.2 sec 5,= 0.70(st wwq Short Period <br /> fig u-t 1.0 sec Ss= 0.27(stacaton) i Second Period <br /> 11.419]eaess Sits on concrete shop Floor <br /> 20.1 Site Classification StiffSoil i "D" <br /> 11435de Coejj,'de is&Adjusted Mmdmum Considered Ear quake(MCE)Spe a/Response Ac lcmrron Pmamefers <br /> bible 11.a-i sue Ceefskient F.= 1-3 Sees=F.S,- 1.3 X0.70= 0.91 <br /> table ll.a-2 saeemifiaem F•=1.8 Sus=F,51= 1.8 X 0.27= 0.49 <br /> t 14.4 0es'An Spectra/Acceleroeian Porvmeters <br /> 11.43 Sos=2/3 Sus= 2/3 X 0.91 = 0.61 <br /> 11.4.4 Sol=2/3 Sul= 2/3 X 0.49 = 0.32 <br /> 11.51mportw¢e FwWrand0=Xnry Category SOflemtlrnmew/steel en4[ed ASi <br /> OccupancyFactor Table 2-1 low Risk a cat L R=7 = 3 <br /> A33-F.abte;; mm.n+n.•san> la = 1.5 reference 13.1.3Componmtlminmance Fattar'wamins hazardous materials' <br /> 11.6 seam Dc Vpcahtea sl- 0.27 tz lezz roan 0.33 and OccuWncy Gtegoryhnot N, .All other structures shall bt.inived based upon more.._ <br /> table 116.2 Short Period Response Acceleration Parameter .8. <br /> table table 116-2 1 Sec Period Response Acceleration Parameter -p"select worse Case <br />
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