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Tank and Secondary Containment Assessment Irerracon <br /> Lustre-Cal Facility Lodi, CA <br /> April 22, 2019, Revised April 30, 2019 Terracon Project No. NA197014 <br /> Search Information )as <br /> Elk Grove <br /> Coordinates: 38.125985.-121.24870t VacoY <br /> 60 H <br /> EL—ti- 60 ft I Stanialau <br /> N8ti0nd F0� <br /> Timestamp: 201i-0- -16T2030'112272 <br /> Hazard Type: 6e1_0 cono0rd Stockton sr.e <br /> 0 <br /> Reference Document: ASCE7-10 T-1— <br /> in Francisca Manteca UsIMe <br /> Risk category: 1 C7On glecm— !lift 40 map'RfP­map anon <br /> site eta.:: ❑ <br /> MCER Horizontal Response Spectrum Design Horizontal Response Spectrum <br /> S af9) a-(9) <br /> 0.66 <br /> 0.5o <br /> 0.60 6.40 <br /> 0.40 0-36 <br /> DaD <br /> 0.26 (110 <br /> 0.66 0.06 <br /> 0 2 4 6 6 10 12 Period(s) 0 2 4 6 S 10 12 Po bd Ix) <br /> Basic parameters <br /> Ss 0.726 MCEq ground mofion(perlod=0.2s) <br /> 5, 9.295 MCEq ground motion(period-1.03) <br /> Sus 0.66.5 Slemor➢led spectral acceleration value <br /> Su, 0.534 Sdan-Vied spectral acceleration value <br /> Sos 0.59 Numeric seism is design value.10 2s SA <br /> So, 9.355 Numeric seismic deign value at l.OSSA <br /> r Add ition al Info rm ation <br /> Name value Description <br /> SDC D Sino.design category <br /> F. 1.219 Site amplrfication Factor at 02s <br /> F, 1.61 Sit eamplrfication tactor at 1-0s <br /> CRs 1.1 Coath...t of risk(0.a) <br /> CR, 1.142 coelkdenl of risk(1.0s) <br /> PGA 0.25 MCEc,peak ground acceleration <br /> FPo 1.3 Site amplification factor at PGA <br /> PGA. 6.325 Site modified peak ground acceleration <br /> Tu 12 Long-period transition period(s) <br /> SsI T 0.726 Protatilistic nsk-targeted ground motion(02s) <br /> SAM 0.66 Factored urd—hazard spectral acceleration(2%protabriLy of <br /> c—dame in 50 yeas) <br /> Ss❑ 1.5 Factored deterministic acceleration rat ue i0.2s) <br /> S1RT 0.296 Probabilistic nsk-targeted ground notion(I-0s) <br /> S1UH 0.256 Factored-irromrh—rd spectral acceleration(2%pmt-Wlity of <br /> e—edarke in 50 years) <br /> SID 0.6 Facbmd determinerticacceleration vatus(1.Os} <br /> PGAd 0.5 Factored deterministtcacceleration value(PGA) <br /> The reruns indrcetedhere DO NOT retied any siafe or Iota?amendmcnfs io Gra ra?a or any delineehon lines made doming G7e BudVng code sdop7on process.Users sf_+J confirm any <br /> -4-f oWaaned(ran fhis t-1 ntitd the bra!Arrlhorfty Having Jw sdlcGon before proceeding adfh desfgn. <br /> Disclaimer <br /> Hazard loads aro provided by the U.S.Geological survey seismic Design Web Services. <br /> Responsive ■ Resourceful ■ Reliable <br />