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Tank and Secondary Containment Assessment Irerracon <br /> Lustre-Cal Facility Lodi, CA <br /> April 22, 2019 Terracon Project No. NA197014 <br /> Search Information sa <br /> r., <br /> coordinates: 36.125389.-1 2124 87 01 Vacaville <br /> 00 Ft <br /> Elevation_ 60H IfStanislav <br /> National FV. <br /> Tim estamp: 2015-0416T20:30:112272 <br /> Haaard Type: Sasmic Concord- Stockton <br /> iu]urtYle <br /> Relereruce Document: ASCE7-10 <br /> 9n rmnr.i5C0 Manteca 0akd ale <br /> Risk Categgry: I i_r. '.:fie <br /> Mau.aq—amep.vmr. <br /> Ste class: U <br /> MCER Horizontal Response Spectrum )design Horizontal Response Spectrum <br /> ea(gl 3a(91 <br /> 080 050 <br /> 060 0 40 <br /> 040 030 <br /> 0.20 <br /> 0.20 0.10 <br /> 0.00 0.00 <br /> 0 2 4 6 6 10 12 Period(s) 0 2 4 6 8 10 12 Perlod Ia) <br /> Basic Parameters <br /> S. 0.726 MCEe sound motion(period�0.2s) <br /> S. 4.295 MCEe ground rnWu (period=1.0�) <br /> Sua 0 a SOe4ra&9ed spectral—eieuatl value <br /> SM, 0 534 Site- di9ed spectral ameiemHan value <br /> 9- 0.59 Numeric seismic deign value at 0.2s SA <br /> So, 0.356 Numeric seismic design value at 1.Os 9A <br /> x Ad d ition al Information <br /> Name VM_ Dezcrip0an <br /> SDG D Seisndc design category <br /> F. 1.219 Eke amplficatim Factor at 0.2s <br /> F, 1.81 Site amplification factor al 1C. <br /> OR. 1.1 C-ilident of risk(02s) <br /> OR, 1.142 Coelrrdent of risk(1-0.) <br /> PGA 025 MCEo peak ground acceleration <br /> Fes. 1.3 Siteampli—tion lactor at PGA <br /> PGA. 0325 SEe modified peak ground—1—tion <br /> Ta 12 Long-period transition penod(s) <br /> SRRT 0.726 Pmobatilistic risk-targeMd ground nwlion(0.2s) <br /> SsUH 0.66 Factored unili-4 and spectral acceleration(2%probability of <br /> -d-in 50 yeam) <br /> San 15 Factored deterministic—leration.1u.(O.2s) <br /> S1RT 0.296 Probabilistic risk-targeted ground moton(1.Os) <br /> S1UH 0.258 Facbmd uniFamJ,azard spectral acceleraticn(2%probability of <br /> erceedarke m 50 years) <br /> 81E) 0.6 Factored deterministic—lerahon value(1.N) <br /> PGAd 05 Factored deterministic acceleration value(PGA) <br /> The—ift M,d-ted here DO NOT railed any wale ar ra®1 amerrdmanrs to the vaN,es or arty delineation fines made durirg the hu&Mg code adoption p—.Users should confirm any <br /> outptl obtained fr—this taut with the lace!AuMontyf laving Jurisd,,±-Wore P—edibg with design. <br /> Disclaimer <br /> Hazard loads are provided by the U S.Gmlggir l Survey Seismic Design Web Services_ <br /> Responsive ■ Resourceful ■ Reliable <br />