site seismic hazards report - sp3 risk

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SITE SEISMIC HAZARDS REPORT Report Generated for: 333 City Blvd W Orange, CA 92868 Lat / Long: 33.7871155°, -117.8936981° Date: April 22, 2020 Report Generated by: The Site Hazards Module of the Seismic Performance Prediction Program (SP3) Produced for: Bosco Inc SP3 | Where Research Meets Practice

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Page 1: SITE SEISMIC HAZARDS REPORT - SP3 Risk

SITESEISMICHAZARDSREPORT

ReportGeneratedfor:

333CityBlvdW

Orange,CA92868

Lat/Long:33.7871155°,-117.8936981°

Date:

April22,2020

ReportGeneratedby:

TheSiteHazardsModuleofthe

SeismicPerformancePredictionProgram(SP3)

Producedfor:

BoscoInc

SP3|WhereResearchMeetsPractice

Page 2: SITE SEISMIC HAZARDS REPORT - SP3 Risk

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1. Introduction

2. SiteLocation

3. SiteSoilClassificationBasedonTopography

4. SoilBoringDataforNearbySites

DataSource#1-U.S.GeologicalSurveyVs30BoringDataforNearbySites

5. Liquefaction

DataSource#1-CaliforniaStateLiquefaction

6. Landslide

DataSource#1-CaliforniaStateLandslide

7. AlquistPriolo

8. Tsunami

9. NearbyFaults

DataSource#1-U.S.GeologicalSurveyFaults

10. GroundShakingDisaggregation(withFaultTable)

11. GroundShakingHazards-PGA,PGV,Sa,andMMI

12. ShakeMaps

DataSource#1-NorthridgeEarthquake-M6.7(1/17/1994)

DataSource#2-WhittierEarthquake-M5.9(10/01/1987)

GroundShakingScaleDescription

SP3|WhereResearchMeetsPractice Page1

Page 3: SITE SEISMIC HAZARDS REPORT - SP3 Risk

ThisreportwasgeneratedusingSP3-SiteHazardsoftheSP3platform.Itwascreatedbyaggregatingpublicallyavailabledata

atthespecifiedsitelocationwiththegoalofeasilyunderstandingandreportingonsitehazards.Eachdatasourceiscitedand

thereportissubjecttothelimitationsandaccuracyofthosedatasources.

Address:333CityBlvdW,Orange,CA92868

Latitude:33°47'13"N(33.7871155°)

Longitude:117°53'37"W(-117.8936981°)

Thefollowingsoiltypesareestimatedbasedonthetypographyofyoursitelocation.

Theestimateofsoilforthissiteisasfollows:

Vs30=224m/s

SoilClass:D/E[165-225]

Source:U.S.GeologicSurvey,GlobalVs30Model[https://earthquake.usgs.gov/data/vs30]

Thesoilclassbinsusedforassigningsoiltypesareasfollows:

SiteClass SiteClassBasedonVS30*(m/sec)

ASCE7SiteClassDefinitionVs30(m/sec)

A HardRock ≥1695 ≥1500A/B A/BBoundary 1315-1695 --B Rock 945-1315 760-1500B/C B/CBoundary 660-945 --

C Verydensesoilandsoftrock 460-660 360-760

C/D C/DBoundary 315-460 --D Stiffsoil 225-315 180-360D/E D/EBoundary 165-225 --E Softclaysoil <165 <180*Non-overlappingrangesforknownVs30todefineSiteClassasproposedbyBozornia&Bertero,2006[https://www.crcpress.com/Earthquake-Engineering-From-Engineering-Seismology-to-Performance-Based/Bozorgnia-Bertero/p/book/9780849314391]

SP3|WhereResearchMeetsPractice Page2

Page 4: SITE SEISMIC HAZARDS REPORT - SP3 Risk

Thefollowingmapprovidesanyavailablesoilboringdata(withVs30estimates)fornearbysites.Thiscomesfromadatabaseof

Vs30boringdatacompiledbytheU.S.GeologicalSurveyandothergovernmentalagenciesfor3,020sitesintheUnitedStates.

Source:U.S.GeologicalSurvey[https://earthquake.usgs.gov/data/vs30/us/]

DataSource#1-U.S.GeologicalSurveyVs30BoringDataforNearbySites

<180

180-240

240-300

300-360

360-490

490-620

620-760

≥760

SP3|WhereResearchMeetsPractice Page3

Page 5: SITE SEISMIC HAZARDS REPORT - SP3 Risk

Liquefactionareasaredelineatedwithrespecttotheunderlyinggeologicalmaterialsinaparticulararea.Thesemapsare

meanttoprovideinformationonwhereliquefactionmayoccurinafutureearthquake(butnotnecessarilythatitwilloccurfor

thisspecificsite).Thismapprovidesapre-screeningapproachforliquefactionpotential,butasite-specificsoilassessment

wouldbeneededifamorepreciseunderstandingofliquefactionpotentialisdesired.

Source:CaliforniaGeologicalSurvey[http://maps.conservation.ca.gov/cgs/informationwarehouse]

DataSource#1-CaliforniaStateLiquefaction

NoLiquefactionHazard

LiquefactionHazard

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Page 6: SITE SEISMIC HAZARDS REPORT - SP3 Risk

Landslidesusceptibilityindicatestheseverityofseismicallyinducedlandslidepotentialinanarea.

Source:CaliforniaGeologicalSurvey[http://maps.conservation.ca.gov/cgs/informationwarehouse]

DataSource#1-CaliforniaStateLandslide

LandslideHazard

NoLandslideHazard

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Page 7: SITE SEISMIC HAZARDS REPORT - SP3 Risk

TheAlquist-PrioloEarthquakeFaultZoningActisaCaliforniaStatelawputintoplacetoidentifyareasthatmaybeproneto

surfacerupture.

TherewasnoAlquistPriolodatafoundinthemappedregionbelow.Thiscouldeithermeanthatthereisnoearthquakeinduced

AlquistPriolohazardorthatthisregionwasnotmapped.

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Page 8: SITE SEISMIC HAZARDS REPORT - SP3 Risk

Tsunamiinundationzonesaredeterminedbymodelingagroupofmaximumconsideredtsunamievents.Itisnotedthatthese

mapsdonotmeetdisclosurerequirementsforrealestatetransactionsnorforanyotherregulatorypurpose(pleasesee

associateddisclaimersfromCaliforniaGeologicalSurvey).

TherewasnoTsunamidatafoundinthemappedregionbelow.Thiscouldeithermeanthatthereisnoearthquakeinduced

Tsunamihazardorthatthisregionwasnotmapped.

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Page 9: SITE SEISMIC HAZARDS REPORT - SP3 Risk

Yearsshowninlegendrepresenttypicalreturnperiodofcharacteristicearthquakesonthefaults.

Source:U.S.GeologicalSurvey[https://earthquake.usgs.gov/hazards/qfaults/]

DataSource#1-U.S.GeologicalSurveyFaultsThismapshowsknownfaultsaroundthissite.

Lessthan150years

150-15,000years

15,000-130,000years

130,000-750,000years

750,000-1.6millionyears

SP3|WhereResearchMeetsPractice Page8

Page 10: SITE SEISMIC HAZARDS REPORT - SP3 Risk

Thefollowingarethefaultsandpossiblefutureearthquakeeventsthatcontributetothe10%in50yearhazard.

FaultNameandRupture Magnitude DistancefromSite[mi] Azimuth Epsilon Percent

Contribution

UC33brAvg_FM32 7.17 14.84 -- 0.89 29.98%Compton[0] 7.24 7.91 235.79 -0.21 2.54%Richfield[1] 6.36 7.04 11.70 0.85 2.45%Elsinore(GlenIvy)rev[0] 6.53 17.69 80.51 1.98 2.09%Whittieralt2[3] 7.56 10.24 24.73 0.60 2.08%PuenteHills(CoyoteHills)[0] 7.27 7.91 347.42 0.42 1.95%SanJoaquinHills[0] 7.18 8.17 184.47 0.49 1.81%Anaheim[0] 6.62 4.15 260.33 -0.12 1.66%Newport-Inglewoodalt2[1] 7.48 9.61 216.69 0.54 1.61%SanAndreas(MojaveS)[14] 8.01 41.54 26.66 1.85 1.54%PeraltaHills[1] 7.28 4.65 21.42 0.03 1.37%PalosVerdes[7] 7.45 19.89 235.62 1.42 1.27%Chinoalt2[1] 6.87 14.66 52.22 1.36 1.14%SanJacinto(SanBernardino)[3] 8.10 39.19 55.68 1.69 1.03%

UC33brAvg_FM31 7.13 15.33 -- 0.98 29.72%Whittieralt1[4] 7.45 10.28 23.01 0.66 2.83%Compton[0] 7.20 7.91 235.79 -0.20 2.42%Elsinore(GlenIvy)rev[0] 6.54 17.69 80.51 1.97 2.06%PeraltaHills[1] 6.86 4.65 21.42 0.25 1.87%Newport-Inglewoodalt1[1] 7.44 9.67 217.37 0.55 1.78%Anaheim[0] 6.60 4.15 260.33 -0.11 1.67%Chinoalt1[2] 6.64 12.74 48.49 1.39 1.56%SanAndreas(MojaveS)[14] 8.01 41.54 26.66 1.85 1.51%SanJoaquinHills[0] 7.54 8.17 184.47 0.28 1.44%PalosVerdes[7] 7.28 19.89 235.62 1.54 1.23%SanJacinto(SanBernardino)[3] 8.10 39.19 55.68 1.68 1.06%

UC33brAvg_FM32(opt) 5.76 7.49 -- 1.10 20.28%PointSourceFinite:-117.894,33.801 5.61 3.25 -- 0.36 2.80%PointSourceFinite:-117.894,33.801 5.61 3.25 -- 0.36 2.80%PointSourceFinite:-117.894,33.873 5.68 6.46 -- 1.09 1.92%PointSourceFinite:-117.894,33.873 5.68 6.46 -- 1.09 1.92%PointSourceFinite:-117.894,33.900 5.82 7.79 -- 1.24 1.37%PointSourceFinite:-117.894,33.900 5.82 7.79 -- 1.24 1.37%

UC33brAvg_FM31(opt) 5.76 7.43 -- 1.09 20.02%PointSourceFinite:-117.894,33.801 5.61 3.25 -- 0.36 2.87%PointSourceFinite:-117.894,33.801 5.61 3.25 -- 0.36 2.87%PointSourceFinite:-117.894,33.873 5.69 6.44 -- 1.08 1.96%PointSourceFinite:-117.894,33.873 5.69 6.44 -- 1.08 1.96%PointSourceFinite:-117.894,33.900 5.81 7.81 -- 1.26 1.24%PointSourceFinite:-117.894,33.900 5.81 7.81 -- 1.26 1.24%

Source:U.S.GeologicSurvey,Dynamic:ConterminousU.S.2014(update)(v4.2.0)[https://earthquake.usgs.gov/hazards/interactive/]

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Page 11: SITE SEISMIC HAZARDS REPORT - SP3 Risk

Theshakinghazardforyoursiteispresentedbelowintermsofpeakgroundacceleration(PGA)andspectralacceleration(Sa)

atperiods0.2sand1.0s.WhereavailabletheshakinghazardisprovidedfortheSiteClassspecifictothislocation(basedon

Vs30estimatedtopographysectionabove)andsiteclassesB/CandD.

TheModifiedMercalliIndex(MMI)isalsoprovidedaccordingtoTrifunac&Brady(1975)baseduponPGA.TheTrifunac&

BrandyMethodisapplicabletointensitylevelsbetweenIVandX;lowerintensitylevelsareapproximate.

Intensity ThisSite:SiteClassD/E BaselineforSiteClassB/C BaselineforSiteClassD

ExceedanceProbability

ReturnPeriod[years]

PGA[g]

Sa(T=0.2s)

[g]

Sa(T=1.0s)

[g]MMI PGA

[g]

Sa(T=0.2s)

[g]

Sa(T=1.0s)

[g]MMI PGA

[g]

Sa(T=0.2s)

[g]

Sa(T=1.0s)

[g]MMI

50%in30years 43 0.14 0.34 0.16 VII 0.09 0.20 0.06 VI 0.14 0.34 0.16 VII

50%in50years 72 0.18 0.45 0.21 VII 0.13 0.28 0.08 VII 0.18 0.45 0.21 VII

50%in75years 108 0.22 0.54 0.27 VIII 0.16 0.35 0.10 VII 0.22 0.54 0.27 VIII

50%in100years 144 0.25 0.62 0.31 VIII 0.18 0.41 0.12 VII 0.25 0.62 0.31 VIII

20%in50years 224 0.30 0.74 0.39 VIII 0.22 0.51 0.15 VIII 0.30 0.74 0.39 VIII

10%in30years 285 0.33 0.80 0.44 VIII 0.25 0.58 0.16 VIII 0.33 0.80 0.44 VIII

10%in50years 475 0.40 0.97 0.55 IX 0.32 0.73 0.21 VIII 0.40 0.97 0.55 IX

10%in75years 712 0.46 1.10 0.65 IX 0.37 0.87 0.25 VIII 0.46 1.10 0.65 IX

5%in50years 975 0.51 1.21 0.74 IX 0.42 0.99 0.29 IX 0.51 1.21 0.74 IX

3%in50years 1642 0.60 1.41 0.90 IX 0.51 1.21 0.36 IX 0.60 1.41 0.90 IX

2%in50years 2475 0.68 1.57 1.04 IX 0.59 1.42 0.42 IX 0.68 1.57 1.04 IX

1.5%in50years 3308 0.73 1.68 1.15 IX 0.66 1.57 0.47 IX 0.73 1.68 1.15 IX

1%in50years 4975 0.81 1.85 1.31 X 0.75 1.80 0.54 X 0.81 1.85 1.31 X

Source:U.S.GeologicSurvey,Dynamic:ConterminousU.S.2014(update)(v4.2.0)[https://earthquake.usgs.gov/hazards/interactive/]

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Shakemapspresenttheintensityofseismicshakingovergeographicregionsduringsignificantearthquakes.Thefollowing

map(s)provideinformationontheintensityofshakingdemandfrompastseismiceventsthatarepertinenttothissite.Note

thatthesemapsestimatetheintensityofshakingbetweenobserveddatapointsandthataspecificsitemayhaveexperienceda

differentlevelofshakingintheevent(s)presentedbelow.

Source:U.S.GeologicalSurvey[https://earthquake.usgs.gov/earthquakes/eventpage/ci3144585#shakemap]

MappedValuesatSiteLocation:

MMI:5.8

PGA:0.12(g)

PGV:10(cm/s)

Sa(T=0.3s):0.28(g)

Sa(T=1.0s):0.12(g)

DataSource#1-NorthridgeEarthquake-M6.7(1/17/1994)Basedonthemapbelow,thissiteislocatedinanMMIVIZoneforthisevent.

I

II

III

IV

V

VI

VII

VIII

IX

X

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Source:U.S.GeologicalSurvey[https://earthquake.usgs.gov/earthquakes/eventpage/ci731691#shakemap]

MappedValuesatSiteLocation:

MMI:5.8

PGA:0.12(g)

PGV:10(cm/s)

Sa(T=0.3s):0.28(g)

Sa(T=1.0s):0.08(g)

DataSource#2-WhittierEarthquake-M5.9(10/01/1987)Basedonthemapbelow,thissiteislocatedinanMMIVIZoneforthisevent.

I

II

III

IV

V

VI

VII

VIII

IX

X

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GroundShakingScaleDescriptions

Intensity Shaking Description/DamageI Notfelt Notfeltexceptbyaveryfewunderespeciallyfavorableconditions.II Weak Feltonlybyafewpersonsatrest,especiallyonupperfloorsofbuildings.

III WeakFeltquitenoticeablybypersonsindoors,especiallyonupperfloorsofbuildings.Manypeopledonotrecognizeitasanearthquake.Standingmotorcarsmayrockslightly.Vibrationssimilartothepassingofatruck.Durationestimated.

IV LightFeltindoorsbymany,outdoorsbyfewduringtheday.Atnight,someawakened.Dishes,windows,doorsdisturbed;wallsmakecrackingsound.Sensationlikeheavytruckstrikingbuilding.Standingmotorcarsrockednoticeably.

V Moderate Feltbynearlyeveryone;manyawakened.Somedishes,windowsbroken.Unstableobjectsoverturned.Pendulumclocksmaystop.

VI Strong Feltbyall,manyfrightened.Someheavyfurnituremoved;afewinstancesoffallenplaster.Damageslight.

VII VeryStrong

Damagenegligibleinbuildingsofgooddesignandconstruction;slighttomoderateinwell-builtordinarystructures;considerabledamageinpoorlybuiltorbadlydesignedstructures;somechimneysbroken.

VIII SevereDamageslightinspeciallydesignedstructures;considerabledamageinordinarysubstantialbuildingswithpartialcollapse.Damagegreatinpoorlybuiltstructures.Fallofchimneys,factorystacks,columns,monuments,walls.Heavyfurnitureoverturned.

IX ViolentDamageconsiderableinspeciallydesignedstructures;well-designedframestructuresthrownoutofplumb.Damagegreatinsubstantialbuildings,withpartialcollapse.Buildingsshiftedofffoundations.

X Extreme Somewell-builtwoodenstructuresdestroyed;mostmasonryandframestructuresdestroyedwithfoundations.Railsbent.

Source:U.S.GeologicSurvey

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