11a. OCVIBE_Addendum Appendices — Anaheim City Council, October 29, 2024 (part 1 of 5)

AppendixA.AirQualityMemo
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AIRQUALITYMEMORANDUM
To: AddieFarrell, Principal, PlaceWorks
From: SharonToland, ProjectManager, Harris & Associates RE: Comparison ofOCVIBEMaster SitePlanAmendment No. 1toOCVIBEAddendumNo. 11Components – AirQualityImpacts
Date: September 18, 2024
CC: WilliamHalligan, Esq. SeniorDirector/SeniorEnvironmental Counsel, ElizabethKim, SeniorProject Manager, Harris & Associates
Att: 1, CaliforniaEmissionsEstimator ModelOutput
The2010FinalSubsequent Environmental ImpactReport (FSEIRNo. 339) fortheRevisedPlatinumTriangle ExpansionProject (PTExpansionProject) wascertifiedinOctober2010 (SCHNo. 2004121045) (CityofAnaheim 2010). InAugust2022,theAddendum No. 11totheFSEIRNo. 339wasapproved (Addendum No. 11)forthe implementation oftheOCVIBEMaster SitePlan (MSP) andassociated actions (OCVIBEProject). TheOCVIBE Projectincluded amendments totheCityofAnaheimGeneralPlan, PlatinumTriangleMasterLandUsePlan PTMLUP), andZoningCodetoaccommodate entertainment, retail, dining, recreational, office, hotel, and residential useswithintheAnaheimRegionalTransportation Intermodal Center (ARTIC) District, KatellaDistrict, ArenaDistrict, andOfficeDistrictofthePTMLUP.

Theterm “ApprovedProject” referstothePTExpansionProjectanalyzed byFSEIRNo. 339andsubsequent modifiedprojectsanalyzed by11adoptedaddenda, includingAddendum No. 11fortheOCVIBEProject. When referringtotheprojectanalyzedinFSEIRNo. 339, theterm “PTExpansionProject” isused, andwhenreferringto theprojectanalyzedinAddendum No. 11, theterm “OCVIBEProject” isused.

Asdescribed below, Amendment No. 1totheapprovedOCVIBEProjectwould allowforthedemolition ofthe existingArenaCorporateCenter(ACC), construction ofupto750additionalresidential units, includingaffordable units, withadensitybonusandupto325,000squarefeetofofficespacein ArenaDistrictSub-AreasD1andD2, removalofthepreviouslyapprovedpedestrian bridgefromParkingDeckCacrossSouthDouglassRoad, removal oftheapprovedMeadow Amphitheater, anddedication ofadditional publicparkspace (Amendment No. 1or ModifiedProject).

Thepurposeofthismemorandum istocomparetheModifiedProjecttothePTExpansionProjectandtheapproved OCVIBEProjecttodetermine ifthepotentialairqualityimpacts oftheModifiedProjectare adequately addressed in FSEIRNo. 339andAddendum No. 11. Thismemorandum summarizes theairqualityimpactsincludedinFSEIRNo. 339andAddendum No. 11andprovidesacomparison tothepotential impactsoftheModifiedProjectfor eachissue addressed inSection5.3, AirQuality, ofFSEIRNo. 339andAddendum No. 11.

ProjectDescription
TheProjectSiteassociatedwithAmendment No. 1islimitedtoArenaDistrictSub-AreasD1andD2, totaling29.9 acres, andtheMeadowParkandPorchinTransitDistrictSub-AreaB, totaling4.88acres. Amendment No. 1would requirechanges totheapprovedOCVIBEProject development intensities thatwouldallowforarangeofoptions forofficeandresidential development intheArenaDistrictSub-AreasD1andD2. Threeoptionsareproposed, as described below. Alloptionswouldincludedemolition oftheexistingACC. 1 Theproposed residentialprogramwithinArenaDistrictSub-AreaD2consistsofsixbuildings totalingupto2,250 residentialunits. Buildings1through5areproposed tobeinapodiumconfiguration withsevenstoriesabove gradeandonebasement levelgarage. Theunitswouldincludestudio, one-, andtwo-bedroomresidences. The approveddevelopment intensities andarangeofproposed intensitiesareshowninTable1, PlatinumTriangle Development Intensities (ApprovedOCVIBE Projectand ModifiedProject), andtheproposedthreeoptionsare showninTable2,ModifiedProject: ArenaDistrictSub-AreaD2Development Options. AsshowninTable2, the totaldwellingunitswouldrangefrom1,960to2,250, totalofficesquarefeetwouldrangefromzeroto325,000 squarefeet, andretailsquarefootageunderallthreeoptionswouldbethesame15,000squarefeetproposed in Addendum No. 11. Options1and3wouldincludeofficeusesinBuilding6aseitheramixeduseconfiguration of 100,000squarefeetofofficeusesand290dwellingunits, orasadedicated officeuseofapproximately 325,000 squarefeet, respectively. Ineithercase, thebuildingheightwouldbeapproximately 240feet. Option2wouldnot includeofficeuseinArenaDistrictSub-AreaD2, andiftheApplicant electstoprovidemid-riseresidentialunits ratherthanahigh-risebuilding, thefootprintofBuildings5and6wouldbecombined intoonepodium construction residential buildingwith575dwellingunits. Inthisscenario, therewouldbenohigh-rise/officeuse inArenaDistrictSub-AreaD2. Itshouldbenotedthatdevelopment ofBuildings1, 2, and3isinsubstantial conformance withtheapprovedOCVIBEProject, andamendments totheapprovedOCVIBEProject arerequired fordemolition oftheexistingACCofficebuildingsandconstruction ofBuildings4, 5, and6.

Table1. PlatinumTriangleDevelopment Intensities (ApprovedOCVIBE Projectand ModifiedProject) GeneralPlanLandUse NetChangeResultingfrom NewPTMLUPTotalwith DesignationApproved OCVIBEProjectModifiedProject ModifiedProject Mixed-UseUrbanCore
Residential17, 8401DU636 DU18,476 DU2
Commercial 6,195,019SF0 6,195,019SF
Office7,791,802SF( 384,375SFto609,375SF) 7,182,427SF 32to7,407,427SF Institutional250, 000SF0 250,000SF
Office – HighandLow3,867,536SF0 3,867,536SF
Notes: DU = dwelling unit;PTMLUP = Platinum Triangle Master Land UsePlan;SF = square feet 1 FSEIR No. 339analyzed upto18,909dwelling unitsin thePlatinum Triangle. 2The18,476dwelling unit development intensity (inclusive of1,920DUintheArena District) reflects thebasedensity of100DU/acreon

19.20-acres ofArea District Sub-Area D2thatwould beidentified forresidential uses. TheApplicant proposes toprovide aminimum of 5percentof thenumber ofbaseunits tobeaffordable toverylow-incomehouseholds ( 96DU), authorizing theApplicant toincrease theProject density byamaximum of20percent(384bonus DUor2,304totalDU). Withthedensity bonus, theApplicant isproposing arangeof1,960Duto2,250DU, within theallowable density pursuant totheState Density Bonus Law.

Table2. ModifiedProject: ArenaDistrictSub-AreaD2Development Options OptionDwellingUnitsOffice 1 SquareFeet RetailSquareFeet Option 1 – High-Rise Mixed Use/Office2, 2250100,000 15,000 Option 2 – Residential Podium2, 31750 15,000
Option 3 – Office Tower1,960325, 4000 15,000
1Theproposed dwelling units reflect thebasedensity of100DU/acreon19.20-acres ofArea District Sub-Area D2thatwould be identified forresidential uses. TheApplicant proposes toprovide aminimum of5percentof thenumber ofbaseunits tobeaffordable tovery low-incomehouseholds ( 96DU), authorizing theApplicant toincrease theProject density byamaximum of20percent ( 384 bonus DUor2,304total DU). Withthedensity bonus, theApplicant isproposing arangeof1,960DUto2,250DU, withintheallowable density pursuant totheState Density Bonus Law.
2Option 1would include upto750additional dwelling units andreduce officesquare footage by609,375square feet. 3Option 2would include upto675additional dwelling units andreduce officesquare footage by709,375square feet. 4Option 3would include upto460additional dwelling units andreduce officesquare footage by384,375square feet.

Inalloptions, theMeadowAmphitheater inTransitDistrictSub-AreaBwouldnotbedevelopedandwouldbe replacedwithanexpansion ofMeadowPark. Additionally, theModified Projectwouldshifttheconstruction of MeadowParkandthepedestrian bridgeoverKatellaAvenuefromPhase2toPhase3andtheWellnessParkwould bereplacedwithaproposedNeighborhood ParkinArenaDistrictSub-AreaD1. Proposedpedestrian circulation 2 wouldbemodifiedcompared toAddendumNo.11toprovideinternalcirculation withinMeadowParkthat integrateswiththeproposedOCRiverwalk projectinitiatedbytheCityofAnaheimand provideinternalcirculation withintheArenaDistrictSub-AreasD1andD2thatintegrateswiththepedestrian networkontheapproved public andprivatestreetsandmaximizes residential.Theproposed elevated pedestrianbridgefromParkingDeckC acrossDouglassRoadwasintendedtofacilitategradeseparatedaccessbetween theexistingACCand proposed SignatureOfficeBuildingandofficetenantparkinginParkingDeckC. Shouldofficeusesbeconstructed onthe eastsideofSouthDouglassRoadwithcorresponding parkingonthewestsideofSouthDouglassRoad, office tenantsinAreanaDistrictSub-AreaDwouldcrossSouthDouglassRoadatStanleyCupWayatgrade, unlessan additional pedestrian crossing, eitheratgradeorraised, isoperationally warranted. Additionally, theRideshare Programasproposed inAddendum No.11wouldberevisedtoreflecttheremovaloftheproposed rideshare accessatWellnessParkandreplacedwithrideshare accessattheendofthecul-de-saconPrivateDriveA. This wouldprovideadesignated pick-upanddrop-offlocationforresidentsandvisitorstotheNeighborhood District andPark. Amobilityhubwithcomfortable waitingareas, bikeshare, andothermobilityfeatureswouldbe provided asanamenity.

Environmental Analysis
Addendum No. 11Issue5.3.2(a): Conflict withorobstruct implementation oftheapplicable airquality plan
Summary ofAddendum No. 11Impacts
Theplansapplicable totheOCVIBEProjectwere theSouthCoastAirQualityManagement District (SCAQMD)2016 AirQualityManagement Plan(AQMP), Draft2022AQMP, andSouthernCalifornia Association ofGovernments SCAG) ConnectSoCal2020–2045RegionalTransportation Plan/Sustainable Communities Strategy (RTP/SCS) adoptedin2020 (SCAG2020). SCAQMD AQMPconsistency isbasedonregionalgrowthprojections, andSCAG RTP/SCSconsistency isfocusedontargetinggrowthinopportunity areastoreducevehiclemilestraveledin the region. TheOCVIBEProject boundaryis within0.5mileoftheARTICandisaTransitPriorityArea. TheOCVIBE Projectwas determined tobeconsistentwiththeAQMPemissions projections basedonthegrowthassumptions fortheoverallPTMLUP. TheOCVIBEProjectwas determined tobeconsistentwiththeConnectSoCal2020–2045 RTP/SCSvisiontoconcentrate growthinTransitPriorityAreas. Thisimpactwaslessthansignificant.

Modified ProjectConsistency Evaluation
TheModifiedProjectwouldresultinincreaseintotalresidential units, butadecrease inofficespacecompared totheapprovedOCVIBEProject. Theproposed changeswouldresultinaminorincrease inaveragedailyvehicle tripsunderOption1andOption3comparedtoAddendum No. 11. Option1wouldgenerateapproximately 643 additional averagedailytrips, andOption3wouldgenerateapproximately 372additional averagedailytrips.

Option2wouldresultinanetdecrease of412averagedailytripscompared toAddendum No. 11 (Pirzadeh2024).

Asdescribed belowunderAddendumNo. 11Issue5.3.2(b), ModifiedProjectemissionswouldnotexceedthe estimated emissions forFSEIRNo. 339, consistentwithAddendum No. 11, withtheexception ofanominal increaseinvolatileorganiccompound (VOC) emissions. Therefore, growthundertheModifiedProjectwould generallybewithintheAQMPemissions projections basedongrowthassumptions. Additionally, theModified Projectwouldnotresultinanychanges toAddendum No. 11transit-supportingfeatures, includingcompactinfill development inaTransitPriorityArea, andbicycleandpedestrian connections toARTICfromthroughout the OCVIBEMSParea. Thesestrategies continuetobetheapplicable focusofthefinalConnectSoCalplanadoptedin April2024 (SCAG2024).Therefore, consistentwiththeapprovedOCVIBEProject, theModifiedProjectwould be consistentwithapplicableAir QualityPlans, andthisimpactwouldbelessthansignificant. TheModifiedProject wouldnotresultinaneworincreased impactcompared toAddendum No. 11. 3 Addendum No. 11Issue5.3.2(b): Result inacumulatively considerable netincrease ofany criteria pollutant forwhich theproject region isnon-attainment under anapplicable federal orstateambient airquality standard.

Summary ofAddendum No. 11Impacts
Construction
Construction activitiesundertheOCVIBEProjectwould produce combustion emissions fromvarioussources, such ason-siteheavy-dutyconstruction vehicles, vehicleshaulingmaterials toandfromthesite, andmotorvehicles transporting theconstruction crew. Gradingactivities producefugitivedustemissions (PMand 102.PM) 5fromsoildisturbing activities. Exhaustemissions fromconstruction activitiesontheOCVIBEProject boundarieswould vary dailyasconstruction activitylevelschange. Construction emissions fortheOCVIBEProject Siteweremodeled individually foreachofthefiveproposed phasesusingtheCaliforniaEmissions EstimatorModel (CalEEMod) Version2020.4.0.Modeledairpollutant emissionsandcomparison totheSCAQMD regionalthresholds isprovided inTable3, Addendum No. 11Construction Emissions (pounds/day). Asshowninthistable, emissions generated byconstruction activitieswerecalculated toexceedthethresholdvaluesestablished bytheSCAQMD fornitrogen oxides (NO) xduringPhases1through4ofconstructionand exceedthethreshold forVOCinPhase5. However, construction emissions underAddendum No. 11wouldnotexceedthoseundertheFSEIRNo. 339. Therefore, Addendum No. 11determined thatimplementation oftheOCVIBEProjectwould notresultinaneworadditional impactthatwasnotadequately addressed inFSEIRNo. 339. FSEIRNo. 339Mitigation Measures (MMs) 2-1 through2-4weredetermined toberequiredforAddendum No. 11. Additionally, aswithFSEIRNo. 339, Addendum No. 11requiredtheOCVIBEProjecttocomplywithSCAQMD rulesrelatedtofugitivedustcontrol. Thisimpact wouldcontinuetobesignificant andunavoidable followingmitigation.

Table3. Addendum No. 11Construction Emissions (pounds/day) SourceVOCNOCOSOPM XX102.5PM
Phase1
Demolition 4 50 28 < 112 3
SitePreparation3 28 19 < 110 6
Rough1 Grading5 73 39 < 112 4
FineGrading3 35 29 < 14 3
Trenching 1 7 7 < 1< 1< 1
Paving 1 9 15 < 1< 1< 1
Architectural Coatings10 1 2 < 1< 1< 1
Building Construction 6 1 35 < 121 6
Maximum Daily 33 204 174 < 159 22
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? NoYesNoNoNoNo
Phase2
Demolition 2 41 27 < 14 2
Rough1 Grading3 58 38 < 18 4
SitePreparation3 27 19 < 110 6
Paving 1 9 15 < 1< 1< 1
Architectural Coatings14 1 2 < 1< 1< 1
Building Construction4 26 50 < 115 4
Maximum Daily 27 162 151 < 137 16
SCAQMD Construction Threshold 75 100 550 150 150 55
4 Table3. Addendum No. 11Construction Emissions (pounds/day) SourceVOCNOCOSOPM XX102.5PM
Exceeds Threshold? NoYesNoNoNoNo
Phase3
Demolition 2 37 26 < 111 3
Rough1 Grading3 53 36 < 18 4
Paving 1 9 15 < 1< 1< 1
Architectural Coatings12 1 2 < 1< 1< 1
BuildingConstruction3 20 37 < 111 3
Maximum Daily 21 120 116 < 130 10
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? NoYesNoNoNoNo
Phase4
Demolition 2 27 23 < 15 1
SitePreparation2 25 18 < 19 5
Rough1 Grading3 53 37 < 18 4
Paving 1 7 16 < 1< 1< 1
Architectural Coatings15 1 2 < 1< 1< 1
Building Construction2 18 32 < 19 2
Maximum Daily 25 131 128 < 131 12
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? NoYesNoNoNoNo
Phase5
SitePreparation2 14 16 < 110 5
Paving1 6 13 < 1< 1< 1
Architectural Coatings78 1 2 < 1< 1< 1
Building Construction1 9 17 < 11 < 1
Maximum Daily 82 30 48 < 111 5
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? YesNoNoNoNoNo
FSEIR No. 339Maximum Daily Emissions222 948 2,732 4 190 72 Source:CityofAnaheim 2022.

Notes: CO = carbon monoxide; X102. NO= nitrogen oxides; PM= particulate matter less than10microns5indiameter; PM= particulate matter less than2.5microns indiameter; SCAQMD = South Coast AirQuality Management District; SO= Xsulfur oxides; VOC = volatile organic compound
1PMand 10PMgenerated 2.5 byfugitive dust assumes implementation ofSCAQMD Rule403forfugitive dust control, whichincludes the following dust control measures during ground-disturbing activities: replacing ground cover indisturbed areas quickly, watering exposed surfaces atleasttwotimes daily, implementing equipment loading/unloading procedures toreduce fugitive dust, managing haulroaddust bywatering twotimes daily, andreducing speed onunpaved roads toless than15miles perhour.

Operation
Addendum No. 11emissions weremodeled usingCalEEModVersion2020.4.0andcompared tooperational emissions fromFSEIRNo. 339. ModelingresultfortheOCVIBEProject areshowninTable4, Addendum No. 11 DailyOperationalEmissions (pounds/day).
5 Table4. Addendum No. 11DailyOperational Emissions (pounds/day) SourceVOCNOCOSOPM xx102.5PM
Area87 1 125 < 11 1
Energy3 25 20 < 12 2
Mobile92 84 827 2 204 55
AddendumNo. 11Total 182 110 972 2 207 58
FSEIRNo. 339Project Total261 165 1,612 4 392 108
SCAQMD Construction Threshold 555555015015055
Exceeds Threshold? YesYesYesNoYesYes
Source: CityofAnaheim 2022.

Operational emissionswouldbereducedunderAddendum No. 11compared totheFSEIRNo. 339primarily due toaprojecteddecrease invehicletrips. FSEIRNo. 339MMs2-5and2-6weredetermined toberequiredforthe approvedOCVIBEProject, andthisimpactwouldbesignificant andunavoidable.

Mitigation Measures
Thefollowingmitigation measures fromFSEIRNo. 339wereidentifiedinMitigation MonitoringProgram (MMP) No. 383forAddendum No. 11.

MM2-1: Ongoingduringgradingandconstruction, thepropertyowner/developer shallberesponsible for requiringcontractors toimplement thefollowing measures toreduceconstruction-related emissions; however, theresultantvalueisexpectedtoremainsignificant. a.Thecontractor shallensurethatallconstruction equipment isbeingproperly servicedand maintained inaccordance withthemanufacturer’srecommendations toreduceoperational emissions.
b.Thecontractor shalluseTier3orhigher, asidentifiedbytheUnitedStatesEnvironmental ProtectionAgency, off-roadconstruction equipmentwithhigherairpollutantemissions standards forequipment greaterthan50horsepower, basedonmanufacturer’savailability. c.Thecontractorshall utilizeexistingpowersources (e.g., powerpoles) orclean-fuelgenerators ratherthantemporary diesel-powergenerators, wherefeasible.

MM2-2: Ongoing duringgradingandconstruction, thepropertyowner/developer shallimplement the following measuresinadditiontotheexistingrequirements forfugitivedustcontrolunderSouth CoastAirQualityManagement DistrictRule403tofurtherreducePMand 102. PM5emissions. To assurecompliance, theCityshallverifycompliance thatthesemeasures havebeenimplemented duringnormalconstruction siteinspections. Themeasures tobeimplemented arelistedbelow:
a.Duringallgradingactivities, thepropertyowner/developer’sconstruction contractor shallreestablishgroundcoverontheconstruction sitethroughseedingandwatering asquicklyas possibletoachieveaminimumcontrolefficiency forPMof 10 5percent. b.Duringallgradingactivities, thepropertyowner/developer’sconstruction contractor shall applychemicalsoilstabilizers toon-sitehaulroadstoachieveacontrolefficiency forPMof 10 85percentcompared totravelonunpaved, untreated roads.
c.Thepropertyowner/developer’sconstruction contractor shallphasegradingtopreventthe susceptibility oflargeareastoerosionoverextended periodsoftime. d.Thepropertyowner/developer’sconstruction contractor shallscheduleactivities tominimize theamountofexposedexcavated soilduringandaftertheendofworkperiods. 6 e.Duringallconstruction activities, thepropertyowner/developer’sconstruction contractor shallsweepstreetswithRule1186–compliantPM–10efficientvacuumunitsonadailybasisif siltiscarriedovertoadjacentpublicthoroughfares oroccursasaresultofhauling. f.Duringactivedemolition anddebrisremovalandgrading, thepropertyowner/developer’sconstruction contractor shallsuspenddemolition andgradingoperations whenspeedsexceed25milesperhourto achieveanemissions controlefficiency forPM10underworst-casewindconditionsof98percent. g.Duringallconstruction activities, thepropertyowner/developer’sconstruction contractorshall maintainaminimum12-inchfreeboard ontruckshaulingdirt, sand, soil, orotherloose materialsandtarpmaterialswithafabriccoverorothersuitablemeanstoachieveacontrol efficiency forPMof 10 91percent.
h.Duringallconstruction activities, thepropertyowner/developer’sconstruction contractorshall waterexposed groundsurfaces anddisturbed areasaminimumofeverythreehoursonthe construction sitetoachieveanemissions reduction controlefficiency forPMof 10 61percent. i.Duringactivedemolition anddebrisremoval, theproperty owner/developer’sconstruction contractor shallapplywatertodisturbed soilsattheendofeachdaytoachieveanemission controlefficiency forPMof 10 10percent.
j.Duringscraperunloading andloading, thepropertyowner/developer’sconstruction contractor shallensurethatactivelydisturbed areasmaintainaminimumsoilmoisture contentof12percentbyuseofamoveable sprinkler systemorwatertrucktoachievea controlefficiency forPMof 10 69percent.
k.Duringallconstruction activities, thepropertyowner/developer’sconstruction contractorshall limiton-sitevehiclespeedsonunpavedroadstonomorethan15milesperhourtoachievea controlefficiency forPMof 10 57percent.

MM2-3: Priortoapprovalofeachgradingplan (forImport/ExportPlan) andpriortoissuanceofdemolition permits (forDemolitionPlans), thepropertyowner/developer shallsubmitDemolition and Import/ExportPlansdetailingconstruction anddemolition (C&D) recyclingandwastereduction measures tobeimplemented torecoverC&Dmaterials. Theseplansshallincludeidentification of off-sitelocations formaterialsexportfromtheprojectandoptionsfordisposalofexcessmaterial.

Theseoptionsmayincluderecyclingofmaterials on-siteortoanadjacentsite, saletoasoilbroker orcontractor, saletoaprojectinthevicinityortransporttoanenvironmentally clearedlandfill, withattemptsmadetomoveitwithinOrangeCounty. Thepropertyowner/developer shalloffer recyclable buildingmaterials, suchasasphaltorconcreteforsaleorremovalbyprivatefirmsor publicagencies foruseinconstruction ofotherprojectsifnotallcanbereusedattheprojectsite.

MM2-4: Priortoissuanceapprovalofeachbuildingpermit, theproperty owner/developer shallsubmit evidencethathigh-solidsorwater-basedlowemissions paintsandcoatingsareutilizedinthe designandconstruction ofbuildings, incompliance withSouthCoastAirQualityManagement District’sregulations. Thisinformationshall bedenotedontheprojectplansandspecifications.

Additionally, thepropertyowner/developer’sshallspecify theuseofhigh-volume/low-pressure sprayequipmentorhandapplication. Air-atomizedspraytechniques shallnotbepermitted. Plans shallalsoshowthatpropertyowner/developers shallconstruct/buildwithmaterials thatdonot requirepainting, orusepre-paintedconstruction materials, totheextentfeasible.

MM2-5: Inaccordance withthetimingrequiredbytheTrafficandTransportation Manager, butnolaterthan priortothefirstfinalBuildingandZoninginspection, thepropertyowner/developer shallimplement thefollowing measures toreducelong-termoperationalCO, NOX10 ROG, andPMemissions:

Trafficlaneimprovements andsignalization asoutlinedinthePlatinumTriangleMasterLand UsePlanDraftTrafficStudyReportbyParsonsBrinkerhoff, August2009, andMasterPlanof ArterialHighways shallbeimplemented asrequired bytheTrafficandTransportation Manager.

Thepropertyowner/contractor shallplacebusbenchesand/orsheltersasrequiredbythe TrafficandTransportation Manageratlocationsalonganysitefrontageroutesasneeded. 7 MM2-6: Priortoapprovalofbuildingpermits, thepropertyowner/architectshallsubmitenergycalculations usedtodemonstrate compliance withtheperformance approach totheCaliforniaEnergyEfficiency Standards totheBuildingDepartment thatshowseachnewstructureexceeds theapplicable BuildingandEnergyEfficiencyStandardsbyaminimumof10percentatthetimeofthebuilding permit. Priortoissuanceofabuildingpermit, plansshallshowthefollowing:
a.Energy-efficientroofingsystems, suchasvegetated or “cool” roofs, thatreduceroof temperatures significantly duringthesummerandtherefore reducetheenergyrequirement forairconditioning. Examplesofenergyefficientbuildingmaterialsandsuppliers canbe foundathttp://eetd.lbl.gov/CoolRoofs orsimilarwebsites. b.Coolpavement materials suchaslighter-coloredpavement materials, porousmaterials, or permeable orporouspavement, forallroadways andwalkwaysnotwithinthepublicrightof-way, tominimizetheabsorption ofsolarheatandsubsequent transferofheattoits surrounding environment. Examplesofcoolpavement materialsareavailableat http://www.epa.gov/heatisld/
images/extra/level3_pavingproducts.htmlorsimilarwebsites. c.Energysavingdevicesthatachievetheexisting2008ApplianceEnergyEfficiencyStandards, suchasuseofenergyefficientappliances (e.g., EnergyStar® appliances) anduseofsunlightfilteringwindowcoatingsordouble-panedwindows. d.Electrical vehiclechargingstationsforallcommercial structures encompassing over50,000 squarefeet.
e.Shadytreesstrategically locatedwithincloseproximity tothebuildingstructuretoreduce heatloadandresultingenergyusageatresidential, commercial, andofficebuildings.

ModifiedProjectConsistency Evaluation
Construction andoperation oftheModifiedProjectareaddressed below.

Construction
Thetypesofconstruction activities requiredfortheModifiedProjectwouldbesimilartothoseanticipated forthe OCVIBEProjectin ArenaDistrictSub-AreasD1andD2inAddendum No. 11, includingdemolition, sitepreparation andgrading, buildingconstruction, andpaving. However, totalconstruction effortwouldbeincreased. Thatis, additional workdays andvehicletripswouldberequiredasaresultofadditional demolition andearthwork requiredtoremovetheexisting ACCofficestructures andadditional buildingconstruction required forthenew Buildings4, 5, and6.

Construction wouldalsobesimilarintheMeadowParkandPorchinTransitDistrictSub-AreaB. Construction effortwouldpotentially bereducedinthisareaaspassiveparklandwouldbedeveloped ontheareapreviously proposed foranamphitheater.

Revisedconstruction emissionswerecalculated forPhases2, 4, and5ofconstruction usingCalEEMod, Version 2022.1.1.22forallthreeOptions. TheModifiedProjectwouldnotresultinchangestoPhase1construction.

Therefore, thissectionaddresses construction emissions underAddendum No. 11compared totheModified ProjectforPhases2through5. TheModifiedProjectwouldresultinareducedconstruction effortduringPhase3 duetoadecreased inresidential unitsproposed tobeconstructed inthisphaseaspartofBuilding3. Addendum No. 11includeddevelopment of612dwellingunitsinPhase3, whichwouldbereducedto505unitsunderthe ModifiedProject. Therefore, theModifiedProjectwouldnotresultinincreased emissions inPhase3compared tothoseidentifiedinAddendum No. 11, andthisphaseisnotmodeled.

ModelingforPhases2, 4, and5assumes thattheremaining development andconstruction effortoutsideArena DistrictSub-AreasD1andD2wouldbethesameasanticipated inAddendum No. 11, andadjustments aremade onlyfortheadditional construction effortrequiredfortheModifiedProject.Nochanges relatedtothepedestrian bridgeforParkingDeckCweremodeled, asthebridgeconstruction wouldrepresenttheconservative analysis condition. Buildings1and2wouldbeconstructed duringPhase2oftheproject. AllthreeexistingACCoffice 8 buildingstructures areproposed tobedemolished duringthisPhase (approximately 383,250squarefeet).

However, thebuildingpadsintheBuilding5andBuilding 6footprintwouldnotbedemolished untilPhases5and 6wouldnotbedemolished untilPhases5. Itisanticipated thatthedemolition oftheexistingACCofficebuildings andthegradingforthenewresidentialbuildings wouldresultinadditional soilexportof151,383cubicyards, whichisassumedtooccuroverthreedevelopment phases (Phases2, 4, and5). Therevisedmodelingreflectsthe updated construction phasingdata. Additional workdaysareassumedfordemolition, grading, andbuilding construction phases. Additionally, Phase2totalmaterialexporthasbeenrevisedtoaccountforanadjustment to gradingoperations alongRiverRoadbetweenStanelyCupWayandCerritosAvenue. Addendum No. 11 anticipateddeep overexcavation ofthisroadway. However, afterfurthergeotechnical evaluation, itwas determined thatlessoverexcavation intheroadway isrequired, resulting inadecrease inmaterialexportof 75,000cubicyards. Detailedconstruction assumptions areprovidedinAttachment 1tothismemorandum.

ModelingassumesSCAQMD Rule403forfugitivedustcontrolbut doesnotincludeimplementation ofAddendum No. 11mitigation measures.Construction emissions forOption1areprovidedinTable5, ModifiedProjectOption 1Construction Emissions (pounds/day), emissions forOption2areprovidedinTable6, ModifiedProjectOption 2Construction Emissions (pounds/day), andemissions forOption3areprovidedinTable7, ModifiedProject Option3Construction Emissions (pounds/day).

Table5. ModifiedProjectOption1Construction Emissions (pounds/day) SourceVOCNOCOSOPMPM XX102.5
Phase2
Demolition 1 29 15 < 126 5
Rough1 Grading3 34 32 < 17 3
SitePreparation3 28 29 < 19 5
Paving 1 6 11 < 1< 1< 1
Architectural Coatings14 1 1 0 < 1< 1
Building Construction4 20 60 < 114 4
Modified Project Maximum Daily Total26 118 148 < 156 17 Addendum No. 11Maximum Daily Total27 162 151 < 137 16
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? NoYesNoNoNoNo
FSEIRNo. 339Maximum Daily Emissions222 948 2,732 4 190 72 Phase4
Demolition 2 28 23 < 110 2
SitePreparation3 26 29 < 19 5
Rough1 Grading3 51 40 < 112 5
Paving 1 6 10 < 1< 1< 1
Architectural Coatings15 1 1 < 1< 1< 1
BuildingConstruction2 13 32 < 17 2
Modified Project Maximum Daily Total26 125 135 < 139 14 Addendum No. 11Maximum Daily Total25 131 128 < 131 12
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? NoYesNoNoNoNo
FSEIRNo. 339Maximum Daily Emissions222 948 2,732 4 190 72 Phase5
Demolition2 23 21 < 15 2
SitePreparation3 26 29 < 19 5
Grading2 20 21 < 15 2
9 Table5. ModifiedProjectOption1Construction Emissions (pounds/day) SourceVOCNOCOSOPM XX102.5PM
Paving1 6 11 < 1< 1< 1
Architectural Coatings10 1 4 0 1 < 1
Building Construction2 11 27 < 15 1
Modified Project Maximum Daily Total20 89 113 < 125 11
Addendum No. 11Maximum Daily Total82 30 48 < 111 5
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? NoNoNoNoNoNo
FSEIRNo. 339Maximum Daily Emissions222 948 2,732 4 190 72 Source: Attachment 1.

Notes: CO = carbon monoxide; X102. NO= nitrogen oxides; PM= particulate matter less than10microns5indiameter; PM= particulate matter less than2.5microns indiameter; SCAQMD = South Coast AirQuality Management District; SO= Xsulfur oxides; VOC = volatile organic compound
1PMand 102. PMgenerated 5 byfugitive dust assumes implementation ofSCAQMD Rule403forfugitive dust control, whichincludes the following dust control measures during ground-disturbing activities: replacing ground cover indisturbed areas quickly, watering exposed surfaces atleasttwotimes daily, implementing equipment loading/unloading procedures toreduce fugitive dust, managing haulroaddust bywatering twotimes daily, andreducing speed onunpaved roads toless than15miles perhour.

Table6. ModifiedProjectOption2ConstructionEmissions (pounds/day) SourceVOCNOCOSOPM XX102.5PM
Phase2
Demolition 1 29 15 < 126 5
Rough1 Grading3 34 32 < 17 3
SitePreparation3 28 29 < 19 5
Paving 1 6 11 < 1< 1< 1
Architectural Coatings14 1 9 0 < 1< 1
Building Construction4 20 60 < 114 4
Modified Project Maximum Daily Total26 118 148 < 156 17 Addendum No. 11Maximum Daily Total27 162 151 < 137 16
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? NoYesNoNoNoNo
FSEIRNo. 339Maximum Daily Emissions222 948 2,732 4 190 72 Phase4
Demolition 2 28 23 < 110 2
SitePreparation3 26 29 < 19 5
Rough1 Grading3 51 40 < 112 5
Paving 1 6 10 < 1< 1< 1
Architectural Coatings18 1 1 0 < 1< 1
BuildingConstruction3 14 38 < 110 3
Modified Project Maximum Daily Total30 126 141 < 142 15 Addendum No. 11Maximum Daily Total25 131 128 < 131 12
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? NoYesNoNoNoNo
FSEIRNo. 339Maximum Daily Emissions222 948 2,732 4 190 72 Phase5
Demolition2 23 21 < 15 2
10 Table6. ModifiedProjectOption2ConstructionEmissions (pounds/day) SourceVOCNOCOSOPMPM XX102.5
SitePreparation3 26 29 < 19 5
Grading2 20 21 < 15 2
Paving1 6 11 < 1< 1< 1
Architectural Coatings10 1 1 0 < 1< 1
Building Construction2 12 34 < 17 2
Modified Project Maximum Daily Total20 88 117 < 127 11
Addendum No. 11Maximum Daily Total82 30 48 < 111 5
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? NoNoNoNoNoNo
FSEIRNo. 339Maximum Daily Emissions222 948 2,732 4 190 72 Source: Attachment 1.

Notes: CO = carbon monoxide; X102. NO= nitrogen oxides; PM= particulate matter less than10microns5indiameter; PM= particulate matter less than2.5microns indiameter; SCAQMD = South Coast AirQuality Management District; SO= Xsulfur oxides; VOC = volatile organic compound
1PMand 102. PMgenerated 5 byfugitive dust assumes implementation ofSCAQMD Rule403forfugitive dust control, whichincludes the following dust control measures during ground-disturbing activities: replacing ground cover indisturbed areas quickly, watering exposed surfaces atleasttwotimes daily, implementing equipment loading/unloading procedures toreduce fugitive dust, managing haulroaddust bywatering twotimes daily, andreducing speed onunpaved roads toless than15miles perhour.

Table7. ModifiedProjectOption3Construction Emissions (pounds/day) SourceVOCNOCOSOPMPM XX10 2.5
Phase2
Demolition 1 29 15 < 126 5
Rough1 Grading3 34 32 < 17 3
SitePreparation3 28 29 < 19 5
Paving 1 6 11 < 1< 1< 1
Architectural Coatings14 1 1 0 < 1< 1
Building Construction4 20 60 < 114 4
Modified Project Maximum DailyTotal26 118 148 < 156 17
Addendum No. 11Maximum Daily Total27 162 151 < 137 16
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? NoYesNoNoNoNo
FSEIRNo. 339Maximum Daily Emissions222 948 2,732 4 190 72 Phase4
Demolition 2 28 23 < 110 2
SitePreparation3 26 29 < 19 5
Rough1 Grading3 51 40 < 112 5
Paving 1 6 10 < 1< 1< 1
Architectural Coatings15 1 1 < 1< 1< 1
Building Construction2 13 32 < 17 2
Modified Project Maximum Daily Total26 125 135 < 139 14 Addendum No. 11Maximum Daily Total25 131 128 < 131 12
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? NoYesNoNoNoNo
FSEIRNo. 339Maximum Daily Emissions222 948 2,732 4 190 72 11 Table7. ModifiedProjectOption3Construction Emissions (pounds/day) SourceVOCNOCOSOPM XX102.5PM
Phase5
Demolition2 23 21 < 15 2
SitePreparation3 26 29 < 19 5
Grading2 20 21 < 15 2
Paving1 6 11 < 1< 1< 1
Architectural Coatings18 1 1 0 < 1< 1
Building Construction3 14 39 < 19 2
Modified Project Maximum Daily Total29 90 122 < 129 12
Addendum No. 11Maximum Daily Total82 30 48 < 111 5
SCAQMD Construction Threshold 75 100 550 150 150 55
Exceeds Threshold? NoNoNoNoNoNo
FSEIRNo. 339Maximum Daily Emissions222 948 2,732 4 190 72 Source: Attachment 1.

Notes: CO = carbon monoxide; X102. NO= nitrogen oxides; PM= particulate matter less than10microns5indiameter; PM= particulate matter less than2.5microns indiameter; SCAQMD = South Coast AirQuality Management District; SO= Xsulfur oxides; VOC = volatile organic compound
1PMand 102. PMgenerated 5 byfugitive dust assumes implementation ofSCAQMD Rule403forfugitive dust control, whichincludes the following dust control measures during ground-disturbing activities: replacing ground cover indisturbed areas quickly, watering exposed surfaces atleasttwotimes daily, implementing equipment loading/unloading procedures toreduce fugitive dust, managing haulroaddust bywatering twotimes daily, andreducing speed onunpaved roads toless than15miles perhour.

AsshowninTables5through7, PM, 102. andPMemissions 5 wouldbeincreasedundertheModifiedProjectin Phase2underallthreeoptions. AsshowninTable5throughTable 7, allthreeoptionswould resultinincreased VOC, CO, PM, 102. andPMemissions compared toAddendum510 No. 11duringPhase4. Finally, NOx, CO, PM, and PM2.5emissionswouldbehigherthanAddendum No. 11underallthreeoptionsinPhase5duetotheadditional demolition andearthwork requiredinthisphase. However, inallinstances, maximum dailyemissionswouldstill belessthananalyzedinFSEIRNo. 339, andFSEIRNo. 339foundtheseimpactstobesignificant andunavoidable.

Therefore, emissions fromtheModifiedProjectwouldnotresultinnewexceedance ofanySCAQMD threshold compared toFSEIRNo. 339. Thisincreasedimpactwouldnotcreatenewsignificantimpactsorincreasethe severityofpreviously identifiedimpactsinFSEIRNo. 339.

TheModifiedProjectmayshifttheconstruction ofMeadowParkandthepedestrian bridgeoverKatellaAvenue fromPhase2toPhase3, potentially increasingmaximum dailyemissions inPhase3. Phase3emissions werenot modeledfortheModifiedProject. However, ifthemaximumPhase2emissions modeled fortheModifiedProject refertoTables5through7) wereaddedtothemaximum Phase3emissions modeledfortheapprovedOCVIBE ProjectinAddendum No. 11 (refertoTable3), thecombined emissions wouldnotexceedtheSCAQMD thresholds forVOC, CO, SOX102. PM, orPM. 5Thiscomparison issummarized inTable8, ModifiedPhasing Construction EmissionsSummary.Althoughthepreviously identifiedNOimpact X wouldstillexceedtheSCAQMD threshold, it wouldnotexceedthemaximumdailyemissions identifiedunderFSEIRNo. 339. Therefore, theshiftin construction timingforMeadowParkandtheKatellaAvenuebridgefromPhase2toPhase3wouldnotcreate anynewsignificant impactnotalreadyaddressedinFSEIRNo. 339. Furthermore, thiscomparison isoverly conservative becausethePhase2emissions includecommercial, office, residential, andparkingdevelopments, whichrequiremoreintenseconstruction thanMeadowPark, apassivepark. Theactualconstruction emissions withtheadditionofMeadowParkandthebridgeinPhase3wouldbelessthanassumedforthisanalysis. No substantial changefromthepreviousanalysiswouldoccur, andnomajorrevisions toFSEIRNo. 339arerequired duetothepresence ofnewsignificant impacts.
12 Table8. ModifiedPhasingConstruction EmissionsSummary(pounds/day) SourceVOCNOCOSOPMPM XX102.5
ModifiedProjectPhase2 (Options1, 2, and3)
Modified Project Maximum Daily Total26118148< 1 5617
AddendumNo. 11Phase3
Addendum No. 11Maximum DailyTotal21120116< 1 3010
Combined Phase 2/Phase 34723826418627
SCAQMD Construction Threshold 7510055015015055
Exceeds Threshold? NoYesNoNoNoNo
FSEIRNo. 339Maximum Daily 2229482,732419072 Emissions
TheModifiedProjectwouldresultinincreased dailyconstruction emissions impactscompared toAddendum No. 11; however, theincreasewouldnotexceeddailyemissions identified inFSEIRNo. 339. Therefore, theModified Projectwouldnotcreateanewsignificant impactthatwasnotpreviously analyzedorincreasetheseverityof previously identifiedimpactsinFSEIRNo. 339. NomajorrevisionstoFSEIRNo. 339arerequired.MMs2-1through 2-4wouldcontinuetoberequired fortheModifiedProject.

Operation
OCVIBE MSPbuildoutemissionswithModifiedProjectimplementation weremodeled usingCalEEModVersion 2022.1.1.22andcompared tooperational emissions fromAddendum No. 11. ModelingresultsfortheModified ProjectareshowninTable9, ModifiedProjectDailyOperational Emissions (pounds/day). Detailed modelinginput isprovidedinAttachment 1tothismemorandum. AsshowninTable9, emissions forallpollutants areincreased compared toAddendum No. 11. Thisincreaseisconservative becauseoperational emissions inAddendum No. 11 didnotaccountfortheexistingACCofficeoperations. Therefore, theModifiedProject’snetincreasewouldbe reducedcompared toTable9. Additionally, buildoutemissionswouldcontinuetobebelowcompared tothe projectedemissions fromFSEIRNo. 339, exceptforanominal increaseinVOCemissions underOption1 (i.e., VOC emissionof261poundsperdayunderFSEIRNo. 339vs. 263poundsperdayundertheModifiedProject). As showninTable9, exceedances oftheSCAQMD thresholds forCO, NOX102. VOC, PM, andPMwere 5 previously identified inFSEIRNo. 339andAddendum No. 11, andoperational emissionimpactsweredetermined tobe significantandunavoidable.Therefore, although theModifiedProjectwouldresultinincreased dailyoperational emissions impactscompared toAddendum No. 11, nonewsignificantand unavoidableimpacts wouldoccur. FSEIR No. 339MMs2-5and26wouldcontinuetoberequiredfortheModifiedProject.

Table9. ModifiedProjectDailyOperational Emissions (pounds/day) LandUseOptionVOC NOCOSOPM xx10 PM2.5
Option 1263 116 1,477 3 299 79
Option 2256 114 1,449 3 294 77
Option 3261 115 1,450 3 292 77
AddendumNo. 11Total 182 110 972 2 207 58
FSEIRNo. 339Total261 165 1,612 4 392 108
SCAQMD Construction Threshold 55 55 550 150 150 55
Exceeds Threshold? YesYesYesNoYesYes
Source: Attachment 1.

Notes: CO = carbon monoxide; X102. NO= nitrogen oxides; PM= particulate matter less than10microns5indiameter; PM= particulate matter less than2.5microns indiameter; SCAQMD = South Coast AirQuality Management District; FSEIR = FinalSubsequent Environmental Impact Report; SO= Xsulfur oxides; VOC = volatile organic compound 13 Summary
Construction andoperationimpactswouldbesimilartoAddendum No. 11undertheModifiedProject. Therefore, theModifiedProjectwouldnotresultinanewormoreseveresignificant impactthatwasnotadequately addressed inFSEIRNo. 339andAddendum No. 11. FSEIRNo. 339MMs2-1through2-6wouldstillberequiredfortheModified Project. Additionally, construction wouldberequiredtocomplywithSCAQMD rulesrelatedtofugitivedustcontrol.

Consistent withtheapprovedOCVIBEProject, criteriaairpollutantemissions (NOxduringconstruction; VOC, NOx, CO, PM1025 andPM. duringoperation) wouldcontinuetobesignificant andunavoidable duringconstruction and operationfollowingmitigation. Therefore, theModifiedProjectwouldnotresultinnewsignificant impactor increasetheseverityofimpactsidentified FSEIRNo. 339. Nosubstantial changefromthepreviousanalysiswould occur, andnomajorrevisions toFSEIRNo. 339arerequiredduetothepresenceofnewsignificant impacts.

Addendum No. 11Issue5.3.2(c): Expose sensitive receptors tosubstantial pollutant concentrations
Summary ofAddendum No. 11Impacts
TheOCVIBEProject woulddevelop newresidences thatwouldhavethepotentialtobewithinCaliforniaAir ResourcesBoard(CARB)-recommended screening distances fortoxicaircontaminant sources. Theproposed residential usesandassociated privaterecreational areasinArenaDistrictSub-AreaD2wouldbewithin500feet ofSR-57. Noneoftheroadways surrounding theOCVIBEProject Siteareprojected toexceed100,000vehiclesper day. Theproposed residences wouldnotbewithin1,000feetofachromeplater, 1,000feetofamajorserviceand maintenance railyard, 500feetofexistingdry-cleaningfacilities, or300feetofalargegasstation. However, industrialusesofconcernmaybeaccommodated withinthesescreening distances. Therefore, Addendum No. 11 determined thatapotentially significant impactwouldoccurrelatedtonewresidences andprivaterecreational areaswithinthescreening distances forfreewaysandindustrial uses. MMs2-7through2-9fromFSEIRNo. 339 wereidentified forAddendum No. 11. Implementation ofMMs2-7and2-8wouldreduceimpactstonew residential areastoalessthansignificant level; however, impactstooutdoorareaswouldremainsignificant and unavoidable withimplementation ofFSEIRNo. 339MM2-9.

Mitigation Measures
Thefollowingmitigation measures fromFSEIRNo. 339wereidentifiedinMMPNo. 383forAddendum No. 11.

MM2-7: Applicants fornewresidential developments inthePlatinumTriangleMasterLandUsePlanwithin 500feetofInterstate 5 (I-5) orStateRoute57 (SR-57) shallberequiredtoinstallhighefficiency MinimumEfficiency ReportingValue (MERV) filtersofMERV14orbetterintheintakeof residential ventilation systems. Installation ofMERV14filtersshallbeshownonplanssubmitted forbuildingpermits. MERV14filtershaveaParticleSizeEfficiencyratingof90percentfor particulates1.0micronto3.0micronsinsizeandaParticleSizeEfficiency ratingof75to85 percentforparticles0.3to1.0microninsize. AMERV14filtercreatesmoreresistancetoairflow becausethefiltermediabecomesdenserasefficiency increases. Heating, airconditioning, and ventilationsystemsshallbeinstalledwithafanunitdesignedtoforceairthroughtheMERV14 filter.

Toensurelong-termmaintenance andreplacement oftheMERV14filtersintheindividualunits, thefollowing shalloccur:
a)Developer, sale, and/orrentalrepresentative shallprovidenotification toallaffected tenants/residentsofthepotentialhealthriskfromI-5/SR-57forallaffectedunits. b)Forrentalunitswithin500feetoftheI-5/SR-57, theowner/propertymanager shallmaintain andreplaceMERV14filtersinaccordance withthemanufacturer’srecommendations. The propertyownershallinformrentersofincreased riskofexposuretodieselparticulates from I-5orSR-57whenwindowsareopen.
14 c)Forresidentialownedunitswithin500feetofI-5/SR-57, thehomeowner’sassociation (HOA) shallincorporate requirements forlong-termmaintenance intheCovenant, Conditions, and Restrictions andinformhomeowners oftheirresponsibility tomaintaintheMERV14filterin accordance withthemanufacturer’srecommendations. TheHOAshallinformhomeowners ofincreased riskofexposure todieselparticulates fromI-5/SR-57whenwindowsareopen.

MM2-8: Basedontherecommended bufferdistancesoftheCaliforniaAirResourcesBoard, applicants for newdevelopments inthePlatinum Triangleshallplaceresidential structures andactiveoutdoor recreational areasoutsideoftherecommended bufferdistances tothefollowingstationaryair pollutant sources:
1,000feetfromthetruckbayswithanexistingdistribution centerthataccommodates more than100trucksperday, morethan40truckswithoperating transportrefrigeration units, or wheretransportrefrigeration unitoperationsexceed300hoursperweek. 1,000feetfromanexistingchromeplatingfacility.
300feetfromadry-cleaningfacilityusingperchloroethylene usingonemachineand500feet fromdry-cleaningfacilityusingperchloroethylene usingtwomachines. 50feetfromgaspumpswithinagas-dispensingfacilityand300feetfromgaspumpswithina gasoline-dispensing facilitywithathroughput of3.6milliongallonsperyearorgreater.

MM2-9: Alloutdooractive-usepublicrecreational areasassociated withdevelopment projectsshallbe locatedmorethan500feetfromthenearestlaneoftrafficonInterstate 5andStateRoute57.

ModifiedProjectConsistency Evaluation
AsidentifiedforAddendum No. 11, residential usesandassociatedprivaterecreational areasdeveloped under theModifiedProjectinArenaDistrictSub-AreaD2wouldbewithin500feetofSR-57, andwithinscreening distancesoffutureallowable industrialuses.TheModifiedProjectwouldnotresultinthegeneration oftoxicair contaminants orexposure toanytoxicaircontaminantnot previously identifiedinAddendum No. 11.Aswith Addendum No. 11, MMs2-7through2-9wouldcontinuetoberequired fortheModifiedProject. TheModified Projectwouldnotresultinaneworincreased impactcompared totheapprovedOCVIBEProject.

Addendum No. 11Issue5.3.2(d): Result inotheremission (suchasthoseleading toodors) adversely affecting asubstantial number ofpeople
Summary ofAddendum No. 11Impacts
SCAQMD Rule402, Nuisance, regulates thegenerationofoffensiveodors. Thetypeoffacilitiesthatareconsidered tohaveobjectionable odorsincludewastewater treatments plants, compost facilities, landfills, solidwaste transferstations, fiberglass manufacturing facilities, paint/coatingoperations (e.g., autobodyshops), coffee roasters, dairyfarms, petroleumrefineries, asphaltbatchplants, chemicalmanufacturing, andfoodmanufacturing facilities. TheOCVIBE MSPwouldincludeoperation ofretail (includingrestaurants andcoffeeshops), butthose useswouldnotfallwithinthetypesofusesthatareassociated withfoulodorsthatconstituteapublicnuisance.

TheOCVIBEMSP wouldlocatenewresidences within1,000feetofexistingindustrialfacilities. Therefore, new residences maybeexposedtoodorsfromindustrialoperations, andthisimpactwouldbepotentially significant.

However, MM2-10from FSEIRNo. 339would reducethisimpacttoalessthansignificant level.

Mitigation Measures
Thefollowingmitigation measures fromFSEIRNo. 339wereidentifiedinMMPNo. 383forAddendum No. 11.

MM2-10: Forprojectslocatedwithin1,000feetofanindustrialfacilitythatemitssubstantial odors, which includesbutisnotlimitedto
wastewater treatmentplants
15 composting, greenwaste, orrecyclingfacilities
fiberglass manufacturing facilities
painting/coatingoperations
coffeeroasters
foodprocessing facilities
ProjectApplicant shallsubmitanodorassessment tothePlanningDirectorpriortoapprovalof anyfuturediscretionary actionthatverifiesthattheSouthCoastAirQualityManagement District hasnotreceivedthreeormoreverifiedodorcomplaints. IftheOdorAssessment identifies that thefacilityhasreceived threesuchcomplaints, theapplicantwillberequired toidentifyand demonstrate thatBestAvailableControlTechnologies forToxics (T-BACTs) arecapableofreducing potentialodorstoanacceptable level, includingappropriate enforcement mechanisms. T-BACTs mayinclude, butarenotlimitedto, scrubbersattheindustrial facility, orinstallation ofMinimum Efficiency ReportingValue (MERV) filtersratedat14orbetteratallresidential units.

Modified ProjectConsistency Evaluation
TheModifiedProjectdoesnotresultinanychanges tothetypesofdevelopment proposedwithintheOCVIBEMSP boundaries, andassuch, theModifiedProjectdoes notproposeanylandusesthatwouldbeasourceofsubstantial odors. TheModifiedProjectwouldresultinadditional residentialdevelopment inArenaDistrictSub-AreaD2. As identifiedforthisareainAddendum No. 11, theModifiedProjectwouldresultindevelopment ofresidenceswithin 1,000feetexistingindustrial facilities. FSEIRNo. 339MM2-10wouldcontinuetobe requiredfortheModifiedProject.

TheModifiedProjectwouldnotresultinaneworincreased impactcompared totheapprovedOCVIBEProject.

Summary ofAirQualityImpacts
Impactsrelatedtoairqualityfrom construction andoperation oftheModifiedProjectwould besimilartothose identifiedinAddendum No. 11. TheModifiedProjectwould resultindevelopment ofadditional sensitive receptorsin thesameAreaDistrictSub-AreaD2asevaluated inAddendum No. 11andwouldnotinclude anynew significant sourcesofairpollutantsthatwere notpreviously addressed. Nonewsignificant impactswouldoccur thatwerenotidentified inAddendum No. 11. Becausenonewdirectorincreased impactswouldoccur, the ModifiedProjectwould notresultinaneworincreased contribution tocumulative impacts. TheModifiedProject wouldnotresultinanynewsignificantenvironmental effectsorasubstantial increaseintheseverityofpreviously identifiedsignificant effectsrelatedtoairquality.

References
CityofAnaheim. 2010. FinalSubsequent Environmental ImpactReport (FSEIRNo. 339) fortheRevisedPlatinum TriangleExpansionProject. SCHNo. 2004121045. October.

CityofAnaheim. 2022. ocV!beProject, DEV2020-00125, Addendum No. 11toFSEIRNo. 339. Prepared by PlaceWorks. August.

Pirzadeh (Pirzadeh & Associates, Inc.). 2024. ocV!BEArenaDistrictDMasterSitePlanModification. March25.

SCAG (SouthernCalifornia Association ofGovernments). 2020. ConnectSoCal2024 – The2020–2045Regional Transportation Plan/Sustainable Communities Strategy. September3.

SCAG (SouthernCaliforniaAssociation ofGovernments). 2024. ConnectSoCal2024 – The2024–2050Regional Transportation Plan/Sustainable Communities Strategy. April4. 16 Attachment1. CaliforniaEmissionsEstimatorModelOutput 17 Thispageintentionally leftblank.
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ENERGYMEMORANDUM
To: AddieFarrell, Principal, PlaceWorks
From: SharonToland, ProjectManager, Harris & Associates RE: Comparison ofOCVIBEMaster SitePlanAmendment No. 1toOCVIBEAddendum No. 11Components – EnergyImpacts
Date: September 18, 2024
CC: WilliamHalligan, Esq. SeniorDirector/SeniorEnvironmental Counsel, ElizabethKim, SeniorProject Manager, Harris & Associates
The2010FinalSubsequent Environmental ImpactReport (FSEIRNo. 339) fortheRevisedPlatinumTriangle ExpansionProject (PTExpansionProject) wascertifiedinOctober2010 (SCHNo. 2004121045) (CityofAnaheim 2010). InAugust2022,theAddendum No. 11totheFSEIRNo. 339wasapproved (Addendum No. 11)forthe implementation oftheOCVIBEMaster SitePlan (MSP) andassociated actions (OCVIBEProject). TheOCVIBE Projectincluded amendments totheCityofAnaheimGeneralPlan, PlatinumTriangleMasterLandUsePlan PTMLUP), andZoningCodetoaccommodate entertainment, retail, dining, recreational, office, hotel, and residential useswithintheAnaheimRegionalTransportation Intermodal Center (ARTIC) District, KatellaDistrict, ArenaDistrict, andOfficeDistrictofthePTMLUP.

Theterm “ApprovedProject” referstothePTExpansionProjectanalyzedbySEIRNo. 339andsubsequent modifiedprojectsanalyzed by11adoptedaddenda, includingAddendum No. 11fortheOCVIBEProject. When referringtotheprojectanalyzedinFSEIRNo. 339, theterm “PTExpansionProject” isused, andwhenreferringto theprojectanalyzedinAddendum No. 11, theterm “OCVIBEProject” isused.

Asdescribed below, Amendment No. 1totheapprovedOCVIBEProjectwould allowforthedemolition ofthe existingArenaCorporateCenter(ACC), construction ofupto750additionalresidential units, includingaffordable units, withadensitybonusandupto325,000squarefeetofofficespacein ArenaDistrictSub-AreasD1andD2, removalofthepreviously approvedpedestrian bridgefromParkingDeckCacrossSouthDouglassRoad, removal oftheapprovedMeadow Amphitheater, anddedicationofadditional publicparkspace (Amendment No. 1or ModifiedProject).

Thepurposeofthismemorandum istocomparetheModifiedProjecttothePTExpansion Projectandthe approvedOCVIBEProjecttodetermine ifthepotentialenergyimpacts oftheModifiedProjectare adequately addressed inFSEIRNo. 339andAddendum No. 11. Thismemorandum summarizes theenergyimpactsincluded inFSEIRNo. 339andAddendum No. 11andprovidesacomparison tothepotential impactsoftheModifiedProject foreachissueaddressedinSection5.6, Energy, ofFSEIRNo. 339andAddendum No. 11.

ProjectDescription
TheProjectSiteassociatedwithAmendment No. 1islimitedtoArenaDistrictSub-AreasD1andD2, totaling29.9 acres, andtheMeadow ParkandPorchinTransitDistrictSub-AreaB, totaling4.88acres. Amendment No. 1would requirechanges totheapprovedOCVIBE Projectdevelopment intensities thatwouldallowforarangeofoptions forofficeandresidential development intheArenaDistrictSub-AreasD1andD2. Threeoptionsareproposed, as described below. Alloptionswouldincludedemolition oftheexistingACC. 1 Theproposed residentialprogramwithinArenaDistrictSub-AreaD2consistsofsixbuildings totalingupto2,250 residential units. Buildings1through5areproposed tobeinapodiumconfiguration withsevenstoriesabove gradeandonebasement levelgarage. Theunitswouldincludestudio, one-, andtwo-bedroomresidences. The approveddevelopment intensities andarangeofproposed intensitiesareshowninTable1, PlatinumTriangle Development Intensities (ApprovedOCVIBEProjectandModifiedProject), andtheproposed threeoptionsare showninTable2,ModifiedProject: ArenaDistrictSub-AreaD2Development Options. AsshowninTable2, the totaldwellingunitswouldrangefrom1,960to2,250, totalofficesquarefeetwouldrangefromzeroto325,000 squarefeet, andretailsquarefootageunderallthreeoptionswouldbethesame15,000squarefeetproposed in Addendum No. 11. Options1and3wouldincludeofficeusesinBuilding6aseitheramixeduseconfiguration of 100,000squarefeetofofficeusesand290dwellingunits, orasadedicated officeuseofapproximately 325,000 squarefeet, respectively. Ineithercase, thebuildingheightwouldbeapproximately 240feet. Option2wouldnot includeofficeuseinArenaDistrictSub-AreaD2, andiftheApplicant electstoprovidemid-riseresidentialunits ratherthanahigh-risebuilding, thefootprintofBuildings5and6wouldbecombined intoonepodium construction residential buildingwith575dwellingunits. Inthisscenario, therewouldbenohigh-rise/officeuse inArenaDistrictSub-AreaD2. Itshouldbenotedthatdevelopment ofBuildings1, 2, and3isinsubstantial conformance withtheapproved OCVIBEProject, andamendments totheapprovedOCVIBEProjectarerequired fordemolition oftheexistingACCofficebuildingsandconstruction ofBuildings4, 5, and6.

Table1. Platinum TriangleDevelopment Intensities (ApprovedOCVIBEProjectandModifiedProject) GeneralPlanLandUse NetChangeResultingfrom NewPTMLUPTotalwith DesignationApproved OCVIBEProjectModifiedProject ModifiedProject Mixed-UseUrbanCore
Residential17, 8401DU636 DU18,476DU2
Commercial 6,195,019SF0 6,195,019SF
Office7,791,802SF( 384,375SFto609,375SF) 7,182,427SF 32to7,407,427SF Institutional250, 000SF0 250,000SF
Office – HighandLow3,867,536SF0 3,867,536SF
Notes: DU = dwelling unit;PTMLUP = Platinum Triangle Master Land UsePlan;SF = square feet 1 FSEIRNo. 339analyzed upto18,909dwelling unitsin thePlatinum Triangle. 2The18,476dwelling unit development intensity (inclusive of1,920DUintheArena District) reflects thebasedensity of100DU/acreon

Table2. ModifiedProject: ArenaDistrictSub-AreaD2Development Options OptionDwelling UnitsOffice 1 SquareFeet RetailSquareFeet Option 1 – High-Rise Mixed Use/Office2, 2250100,000 15,000 Option 2 – Residential Podium2, 31750 15,000
Option 3 – Office Tower1,960325, 4000 15,000
1Theproposed dwelling units reflect thebasedensity of100DU/acreon19.20-acres ofArea District Sub-Area D2thatwould be identified forresidential uses. TheApplicant proposes toprovide aminimum of5percentof thenumber ofbaseunits tobeaffordable tovery low-incomehouseholds ( 96DU), authorizing theApplicant toincrease theProject density byamaximum of20percent ( 384 bonus DUor2,304total DU). Withthedensity bonus, theApplicant isproposing arangeof1,960DUto2,250DU, withintheallowable density pursuant totheState Density Bonus Law.
2Option 1would include upto750additional dwelling units andreduce officesquare footage by609,375square feet. 3Option 2would include upto675additional dwelling units andreduce officesquare footage by709,375square feet. 4Option 3would include upto460additional dwelling units andreduce officesquare footage by384,375square feet.

Inalloptions, theMeadowAmphitheater inTransitDistrictSub-AreaBwouldnotbedeveloped andwouldbe replacedwithanexpansion ofMeadowPark. Additionally, theModified Projectwouldshifttheconstruction of MeadowParkandthepedestrian bridgeoverKatellaAvenuefromPhase2toPhase3andtheWellnessParkwould bereplacedwithaproposedNeighborhood ParkinArenaDistrictSub-AreaD1. Proposedpedestrian circulation 2 wouldbemodifiedcompared toAddendumNo.11toprovideinternalcirculation withinMeadowParkthat integrateswiththeproposedOCRiverwalk projectinitiatedbytheCityofAnaheimand provideinternalcirculation withintheArenaDistrictSub-AreasD1andD2thatintegrateswiththepedestrian networkontheapproved public andprivatestreetsandmaximizes residential.Theproposed elevated pedestrianbridgefromParkingDeckC acrossDouglassRoadwasintendedtofacilitategradeseparatedaccessbetweentheexistingACCandproposed SignatureOfficeBuildingandofficetenantparkinginParkingDeckC. Shouldofficeusesbeconstructed onthe eastsideofSouthDouglassRoadwithcorresponding parkingonthewestsideofSouthDouglassRoad, office tenantsinAreanaDistrictSub-AreaDwouldcrossSouthDouglassRoadatStanleyCupWayatgrade, unlessan additional pedestrian crossing, eitheratgradeorraised, isoperationally warranted. Additionally, theRideshare Programasproposed inAddendum No.11wouldberevisedtoreflecttheremovaloftheproposed rideshare accessatWellnessParkandreplacedwithrideshare accessattheendofthecul-de-saconPrivateDriveA. This wouldprovideadesignated pick-upanddrop-offlocationforresidents andvisitorstotheNeighborhood District andPark. Amobilityhubwithcomfortable waitingareas, bikeshare, andothermobilityfeatureswouldbe providedasanamenity.

Environmental Analysis
Addendum No. 11Issue5.6.2(a): Result inpotentially wasteful, inefficient, orunnecessary consumption ofenergy resources during construction oroperation Summary ofAddendum No. 11Impacts
Energywouldbeconsumedthroughout theconstruction andoperation oftheOCVIBEProject.

Construction
Energyrequiredduringconstruction includesenergyusedforthetransportation ofbuildingmaterials, manufacturing ofbuilding materials, andtheactualconstruction ofbuildingsandinfrastructure. Petroleum fuels e.g., dieselandgasoline) wouldbetheprimarysourcesofenergyfortheseactivities. Construction trucksand haultruckswouldbeanticipated tousedieselfuel, whereas construction workerstravelingtoandfromthe OCVIBEMSP boundarieswould beanticipated tousegasoline-poweredvehicles. TheOCVIBEProject’s construction fuelconsumption wascalculated tobeapproximately 969,134gallonsofgasolineandapproximately 1,414,691gallonsofdieselfuelduringconstruction, orapproximately 96,913gallonsofgasolinefueland approximately 141,470gallonsofdieselperyear. Construction oftheOCVIBEProjectwas determined tohavea negligibleeffectonlocalandregionalenergysupplies.

Furthermore, construction activitiesassociated withtheOCVIBEProjectare notanticipated toresultinan inefficient useofenergy, asgasolineanddieselfuelwouldbesupplied byconstruction contractorswhowould complywithFSEIRNo. 339Mitigation Measure(MM) 2-1, whichrequires thereduction ofidlingtime, anduseof Tier3equipment andthemaintenance ofallconstruction equipment toconservetheuseoftheirsuppliesto minimizecostsontheOCVIBEProject. Withimplementation ofMM2-1andexistingregulations, construction activities wouldnotresultinwasteful, inefficient, orunnecessary consumption ofenergyresources and construction energyusagewouldbereduced toalessthansignificantlevel.

Operation
DuringOCVIBEProject operation, energyusewouldbeassociatedwithbuildingheatingandcooling, useof consumer products, lighting, andvehiculartraffic. Table3, OCVIBEProjectOperationEnergy Use, showsmodeled electricity, naturalgas, andvehiclemilestraveled (VMT) fortheOCVIBEProject. Table3includesnaturalgasand electricity consumption fromthehotelsandsit-downrestaurantsandlighting andelevators associatedwith parkingstructures andlots. Operation oftheOCVIBEProject wasdetermined toresultinanegligible increasein theannualenergyconsumption inOrangeCounty. Additionally, MMs2-6, 9-1, 9-2, and10-21through10-24were identifiedforAddendum No. 11toensurethatthedemandfornaturalgasandelectricity energyresources is reducedbelowalevelofsignificance.
3 Inadditiontoincreasing thedemandforelectricity andnaturalgas, implementation oftheOCVIBEProject would resultinenergyusageassociated withgasolinetofuelproject-relatedtrips (i.e., theuseofmotorvehicles).

However, theOCVIBEProject’sincreased development densitywouldresultinlesscommitment thanasimilar amountofdevelopment onadifferentsitebecausetheOCVIBEProjectincludedcompact development within proximitytotransit. Additionally, theOCVIBEProjectwould complywithallapplicable stateenergyefficiency regulations, includingtheTitle24BuildingEnergyEfficiencyStandards. Therefore, theOCVIBEProjectwould not resultinwasteful, inefficient, orunnecessary energyconsumption. Impactswouldbelessthansignificant.

Table3. OCVIBEProjectOperation EnergyUse
EnergyResource OCVIBEProject
Electricity (million kilowatt-hours/year) 53.3
Natural Gas (million kilo-Britishthermal unit/year) 95.2 AnnualVMT96,222,218
Source: CityofAnaheim 2022.

Notes:VMT = vehicle miles traveled
Mitigation Measures
Thefollowingmitigation measures fromFSEIRNo. 339wereidentifiedinMitigation MonitoringProgram (MMP) No. 383forAddendum No. 11.

MM2-1: Ongoingduringgradingandconstruction, thepropertyowner/developer shallberesponsible for requiringcontractors toimplement thefollowing measures toreduceconstruction-related emissions; however, theresultantvalueisexpectedtoremainsignificant. a)Thecontractor shallensurethatallconstruction equipment isbeingproperly servicedand maintained inaccordance withthemanufacturer’srecommendations toreduceoperational emissions.
b)Thecontractor shalluseTier3orhigher, asidentifiedbytheUnitedStatesEnvironmental ProtectionAgency, off-roadconstruction equipmentwithhigherairpollutantemissions standards forequipment greaterthan50horsepower, basedonmanufacturer’savailability. c)Thecontractorshallutilizeexistingpowersources (e.g., powerpoles) orclean-fuelgenerators ratherthantemporary diesel-powergenerators, wherefeasible.

MM2-6: Priortoissuanceofbuildingpermits, thepropertyowner/architectshallsubmitenergy calculations usedtodemonstrate compliance withtheperformance approach totheCalifornia EnergyEfficiencyStandards totheBuildingDivisionthatshowseachnewstructureexceeds the applicableBuildingandEnergyEfficiencyStandardsbyaminimumof10percentatthetimeof thebuildingpermit. Priortoissuanceofabuildingpermit, plansshallshowthefollowing:
a)Energy-efficientroofingsystems, suchasvegetated or “cool” roofs, thatreduceroof temperatures significantly duringthesummerand; therefore, reducetheenergyrequirement forairconditioning. Examples ofenergyefficientbuildingmaterialsandsuppliers canbe foundatthefollowingwebsite: http://eetd.lbl.gov/CoolRoofs/ orothersimilarwebsites. b)Coolpavement materials suchaslighter-coloredpavementmaterials, porousmaterials, or permeable orporouspavement, forallroadwaysandwalkwaysnotwithinthepublicright-of-way, tominimizetheabsorption ofsolarheatandsubsequent transferofheattoitssurrounding environment. Examplesofcoolpavement materialsareavailableat: http://www.epa.gov/heatisld/ images/extra/level3_pavingproducts.htmlorothersimilarwebsites. c)Energy savingdevicesthatachievethecurrentlyadoptedBuildingandEnergyEfficiency Standards, suchasuseofenergyefficientappliances (e.g., EnergyStar® appliances) anduseof sunlight-filteringwindowcoatingsordouble-panedwindows.
d)Electrical vehiclechargingstationsforallcommercial structures encompassing over50,000 square-feet.
4 e)Shadytreesstrategically locatedwithincloseproximity tothebuildingstructuretoreduce heatloadandresultingenergyusageatresidential, commercial, andofficebuildings.

MM9-1: Priortotheissuance ofthefirstbuildingpermit, foreachbuildingwithcommercial, office, and/or institutional uses, thepropertyowners/developershallrecordacovenantontheproperty requiringthatongoingduringprojectimplementation, thepropertyowner/developer shall implement andadministeracomprehensive Transportation DemandManagement (TDM) programforallemployees. Theformofthecovenant shallbeapproved bytheCityAttorney’s Officeandproofofcompliance withthisrequirement shallbethesubmittalofacopyofthe recordedcovenanttotheCityTrafficEngineer. ObjectivesoftheTDMprogramshallbe:

Increaseridesharing anduseofalternative transportation modesbyguests.

Provideamenuofcommute alternatives foremployees toreduceprojectgenerated trips.

Conductanannualcommuter surveytoascertaintripgeneration, triporigin, andAverage VehicleRidership.

MM9-2: Priortotheissuanceofthefirstbuildingpermit, foreachbuildingwithcommercial, office, or institutional uses, thepropertyowner/developer shallprovidetotheCityTrafficEngineerfor reviewandapprovalamenuofTransportation Demand Management (TDM) programstrategies andelements forbothexistingandfutureemployees’ commute options, toinclude, butnotbe limitedto, thelistbelow. Thepropertyowner/developer shallalsorecordacovenantonthe propertyrequiringthattheapprovedTDM strategies andelementsbeimplemented ongoing duringprojectoperation. Theformofthecovenant shallbeapproved bytheCityAttorney’sOffice priortorecordation andproofofcompliance withthisrequirement shallbethesubmittalofa copyoftherecordedcovenant totheCityTrafficEngineer.

On-siteservices. Provide, asfeasibleandpermitted, on-siteservices suchasthefood, retail, andotherservices.

Ridesharing. Developacommuter listingofallemployeemembers forthepurposeof providinga “matching” ofemployeeswithotheremployeeswholiveinthesamegeographic areasandwhocouldrideshare.

Vanpooling. Developacommuterlistingofallemployees forthepurposeofmatching numbersofemployees wholiveingeographic proximity tooneanotherandcouldcomprise avanpoolorparticipate intheexistingvanpoolprograms.

TransitPass. OrangeCountyTransportation AuthorityandLosAngelesCountyMetropolitan Transportation Authority (including commuterrail) passesbepromoted throughfinancial assistance andonsitesalestoencourage employees tousethevarioustransitandbus services fromthroughout theregion.

ShuttleService. Acommuterlistingofallemployees livinginproximity totheprojectbe generated, andalocalshuttleprogramofferedtoencourage employees totraveltoworkby meansotherthantheautomobile.

Bicycling. ABicyclingProgrambedeveloped toofferabicyclingalternative toemployees.

Securebicycleracks, lockers, andshowersbeprovidedaspartofthisprogram, Mapsofbicycle routesthroughout theareabeprovidedtoinformpotentialbicyclistsof theseoptions.

Guaranteed RideHomeProgram. Aprogramtoprovideemployees whorideshare, oruse transitorothermeansofcommuting towork, withaprearranged ridehomeinataxi, rental car, shuttle, orothervehicle, intheeventofemergencies duringtheworkshift.

TargetReduction ofLongestCommuteTrip. Anincentiveprogramforridesharing andother alternative transportation modestoputhighestpriorityonreduction oflongestemployee commute trips.

WorkShifts. Staggerworkshifts.
5 CompressedWorkWeek. Developa “compressed workweek” program, whichprovides for fewerworkdaysbutlongerdailyshiftsasanoptionforemployees.

Telecommuting. Explorethepossibilityofa “telecommuting” programthatwouldlinksome employees viaelectronicmeans (e.g., computerwithmodem).

ParkingManagement. Developaparkingmanagement programthatprovides incentives to thosewhorideshare orusetransitmeansotherthansingleoccupant autototraveltowork.

Access. Preferential accesstohighoccupancy vehiclesandshuttlesmaybeprovided.

FinancialIncentive forRidesharing and/orPublicTransit. Employees offeredfinancial incentives forvanpoolingorusingpublictransitincludingcommuterrailand/orexpressbuspools.

FinancialIncentiveforBicycling. Employees offeredfinancial incentives forbicyclingtowork.

Special “Premium” fortheParticipation andPromotion ofTripReduction. Ticket/passesto specialevents, vacation, etc. beofferedtoemployees whorecruitotheremployees for vanpool, carpool, orothertripreduction programs.

IncentivePrograms. Designincentiveprograms forcarpooling andotheralternative transportation modessoastoputhighestpriorityonreductionoflongestcommute trips.

Everypropertyownerand/orlesseeshalldesignate anonsitecontactwhowillberesponsible forcoordinating withtheAnaheim Transportation Network (ATN) andimplementing alltrip mitigation measures. Theonsitecoordinator shallbetheonepointofcontactrepresenting the projectwiththeATN. TheTDMrequirements shallbeincludedintheleaseorotheragreement withalloftheprojectparticipants.

MM10-21: Priortotheissuanceofeachbuildingpermit, thepropertyowner/developer shallsubmitplans showingthateachstructurewillexceedtheStateEnergyEfficiencyStandards forNonresidential Buildings (Title24, Part6, Article2, California CodeofRegulations) byaminimumof10percent andwillconsultwiththeCityofAnaheimPublicUtilitiesDepartment BusinessandCommunity ProgramsDivision. Thisconsultation shalltakeplaceduringprojectdesigninordertoreviewTitle 24measures thatareincorporated intotheprojectdesignenergyefficientpracticesandallow potential systemalternatives suchasthermalenergystorageair-conditioning, lighting, and buildingenvelopeoptions. Planssubmitted forbuildingpermitsshallshowtheproposed energy efficiencies andsystems alternatives.

MM10-22: Priortotheissuanceofeachbuildingpermit, thepropertyowner/developer shallindicateon plansenergy-savingpractices thatwillbeimplemented withtheprojectincompliance withTitle 24, whichmayincludethefollowing:

High-efficiencyair-conditioning withEMS (computer) control.

VariableAirVolume (VAV) airdistribution.

Outsideair (100percent) economizer cycle.

Stagedcompressors orvariablespeeddrivestoflowvaryingthermal loads.

IsolatedHVACzonecontrolbyfloors/separable activityareas.

Specification ofpremium-efficiency electricmotors (i.e., compressor motors, air-handling units, andfan-coilunits).

Useofoccupancy sensorsinappropriate spaces.

Useoflightemittingdiode (LED) lights.

UseofEnergyStar ® exitlightingorexitsignage.

UseofLEDlightsforoutdoorlightingandparkinglots.

Consideration ofthermalenergystorageairconditioning forspacesorfacilitiesthatmay requireair-conditioning duringsummer, day-peakperiods.

Consideration forparticipation inAdvantageServicesPrograms suchas:
oNewconstruction designreview, inwhichtheCitycost-sharesengineering forupto 15,000fordesignofenergyefficientbuildingsandsystems.
6 oGreenBuildingProgram – Offersaccelerated planapproval, financial incentives, waived plancheckfeesandfreetechnicalassistance.

Useofhighefficiency toilets (1.28gallonsperflush \[gpf\] orless).

Useofzerotolowwateruseurinals (0.0gpfto0.25gpf).

Useofweather-basedirrigationcontrollers foroutdoorirrigation.

Useofdrought-tolerantandnativeplantsinoutdoorlandscaping.

MM10-24: TheCityshallcoordinate allfuturestreetandinfrastructure improvements withinthePlatinum Trianglewithotherserviceproviders, includingSouthernCaliforniaGasCompany andtheOrange CountySanitationDistrictsothatrequiredinfrastructure upgradesmaybeconstructed concurrently.

ModifiedProjectConsistency Evaluation
ModifiedProjectconstruction andoperationareevaluatedbelow.

Construction
Thetypesofconstruction activities requiredfortheModifiedProjectwouldbesimilartothoseanticipated forthe approvedOCVIBEProject,includingdemolition, sitepreparation andgrading, buildingconstruction, andpaving.

However, totalconstruction effortininArenaDistrictSub-AreasD1andD2wouldbeincreased. Thatis, additional workdays andvehicletripswouldberequiredasaresultofadditional demolition andearthwork requiredto removetheexistingACCofficestructures andadditional buildingconstruction requiredforthenewBuildings4, 5, and6. Construction wouldalsobesimilarintheMeadowParkandPorchinTransitDistrictSub-AreaB.

Construction effortwouldpotentially bereducedinthisareaaspassiveparklandwouldbedeveloped onthearea previously proposed foranamphitheater.

Revisedenergyuseestimatesarecalculated forPhases2, 4, and5ofconstruction basedontheCaliforniaEmissions Estimator Model (CalEEMod) annualcarbondioxideequivalent (COe) 2 emissionsoutputprepared fortheModifiedProject airqualityandgreenhouse gas(GHG)emissions analysesand thekilograms percarbondioxide (kg/CO) 2conversion factors fromUSEPA (2023) fordieselfuelandmotorgasoline. TheModifiedProjectdoesnotincludeanychanges toPhase1, andtheModifiedProjectunderallthreeoptionswouldresultinareducedconstruction effortduringPhase3due toadecreaseinresidential unitsproposed tobeconstructed inthisphaseaspartofBuilding3. Addendum No. 11 includeddevelopment of612dwellingunitsinPhase3, whichwouldbereducedto505unitsundertheModified Project. Therefore, Phase1andPhase3energyusecalculated inAddendum No. 11 (atotalof785,602gallonsof dieseland519,238gallonsofgasolineforbothphases) isaddedtoPhases2, 4, and5emissions modeledforthe ModifiedProjecttocalculatetotalandaverageannualfuelusefromOCVIBE MSPconstruction, including AmendmentNo. 1.

Table4, ModifiedProjectConstruction ofFuelUse (gallons),providesestimated fuelconsumption foreachModified Projectoptioncompared toAddendum No. 11. AsshowninTable4, totaldieselandgasolinefuelconsumption would increaseundertheModifiedProjectasaresultofadditionaldemolition andearthwork. However, annualdieseluse wouldbedecreased comparedtoAddendum No. 11foralloptions, andannualaveragegasoline usewouldbe decreased underOption1. AverageannualgasolineuseunderOption2andOption3wouldincreaseslightly by2.6 percentunderOption2andby1.4percentunderOption3.However, theincreasedgasoline usewouldstillrepresent alessthan0.01percentincrease intheannualgasolinefuelusageinOrangeCountycompared tofueluseestimates for2024fromEMFACVersion1.0.2(135,727,659gallonofdieseland1,171,336,304gallonsofgasoline). Addendum No. 11alsoidentifiedanincreaseingasolineuseof0.01percentinOrangeCounty, andthisincreaselevelwas determinedtobelessthansignificant.Therefore, theincreaseresultingfromtheModifiedProjectwouldbesimilarto theapprovedOCVIBEProject, andimpactswouldbelessthansignificant. Gasoline fuelimpactwasnotidentified asasignificant impactfortheapprovedOCVIBEProject,andtheModifiedProjectwouldnotcreatenewsignificant impactsthatwasnotpreviously identifiedorsubstantially increase theseverityofpreviously identifiedsignificant impacts.Construction oftheModifiedProjectwouldhaveanegligible effectonlocalandregionalenergysupplies.

Construction practicesundertheModifiedProjectwouldbethesameastheapproved OCVIBEProject, andassuch, 7 theModifiedProjectisnotanticipated toresultinaninefficient useofenergy, asgasolineanddieselfuelwouldbe suppliedbyconstruction contractors whowouldcomplywithMM2-1. Aneworincreased significant impactwould notoccurcompared toAddendum No. 11.TheModifiedProjectwouldhaveanegligible effectonlocalandregional energysupplies, theincreasewouldnotrequiremajorrevisions toFSEIRNo. 339. TheModifiedProjectwouldnot createnewsignificant environmental effectsorincreasetheseverityofpreviously identifiedsignificant effectsin FSEIRNo. 339. Nosubstantial changefromthepreviousanalysiswouldoccur, andnomajorrevisions toFSEIRNo. 339arerequiredduetothepresence ofnewsignificant impacts.

Table4. ModifiedProjectConstruction FuelUse (gallons)
AverageAnnual AverageAnnual
DevelopmentOptionTotalDieselUseDieselUseTotalGasolineUse GasolineUse Option 11,617,744 134,812 1,110,489 92,541
Option 21,637,544 136,462 1,193,632 99,469
Option 31,654,992 137,916 1,179,281 98,273
Addendum No. 111,414,691 141,470 969,134 96,913
Operation
ModifiedProjectoperation isbasedonelectricity, naturalgas, andVMTcalculated fortheModifiedProjectin CalEEMod fortheprojectairqualityandGHGanalyses(Harris2024a, 2024b). Energyuseiscalculated forbuildout oftheentireOCVIBEMSPwithimplementation oftheModifiedProject. Averagedailytrafficwasprovidedby Pirzadeh & Associates, Inc. (Pirzadeh2024). TheModifiedProjectVMTassumesanetdecrease inVMTfrom demolition oftheACCofficebuildings. Table5, ModifiedProjectOperationEnergyUse, showsmodeledelectricity, naturalgas, andVMTfortheModifiedProject comparedtotheapprovedOCVIBEProject. Similartotheapproved OCVIBEProject, theModifiedProjectfueluseestimateisconservative becausetheCalEEMod defaulttriplengths areassumed,andmodelingdoesnotaccount fortheModifiedProject’sproximity totransit. Additionally, annual VMTisanticipated tobereduced compared tothecalculatedVMTinTable5because theamphitheater in Meadow Parkincluded aspartoftheapproved OCVIBEMSPhasbeenremovedundertheModifiedProject, therebyreducingeventtripstothearea.

AsshowninTable5, theModifiedProjectelectricity andnaturalgasuseiscalculated tobereducedcompared to theapprovedOCVIBEProject. Thereduction inestimatedenergyuseisprimarily duetouseofanupdatedversion ofCalEEMod. CalEEModVersion2020.4.0, whichwasthemostrecentversionatthetimeofAddendum No. 11 modeling, estimatedbuildingenergyusebasedontheapplication ofthe2005, 2008, 2013, 2016, and2019Title 24standards. TheupdatedVersion2022.1.1.22usedforModifiedProjectmodelingassumes2019standards. For example, theannualenergyuseestimateforamid-riseapartment intheprojectlocationwas3,834kilowatthoursofelectricityuseperdwellingunitand11,150kilo-Britishthermalunitsnaturalgasuseperdwellingunitin CalEEModVersion2020.4.0. InVersion2022.1.1.22, theratesare3,666kilowatt-hoursperdwellingunitand 11,107kilo-Britishthermalunitsperdwellingunit. Therefore, theModifiedProjectwouldresultindecreased electricity andnaturalgasusecompared toAddendum No. 11.

TheModifiedProjectwouldresultinanincreaseinenergyusageassociated withgasolinetofuelprojectrelated trips (i.e., theuseofmotorvehicles). However, similartotheapproved OCVIBEProject, theModifiedProject’s increased development densitywouldresultinlesscommitment thanasimilaramountofdevelopment ona differentsitebecausetheapprovedOCVIBEProject includedcompactdevelopment withinproximity totransit.

TheModifiedProjectwouldincreasehousing availability inaTransitPriorityArea, consistentwithstateand SouthernCalifornia Association ofGovernments goalstoreduceVMT. Additionally, FSEIRNo. 339identifiedaVMT of3,135,398andassociated fuelconsumption atbuildoutof thePTExpansionProject. Therefore, theModified Projectwouldnotcreatenewsignificant impactsorincreasetheseverityofimpactsrelatedtoenergyusage associatedwithgasolinetofuelproject-relatedtrips (i.e., theuseofmotorvehicles).

Consistent withtheapprovedOCVIBEProject, theModifiedProjectwould notresultinwasteful, inefficient, or unnecessary energyconsumption. MMs2-6, 9-1, 9-2, and10-21through10-24wouldcontinuetoberequiredto 8 ensurethatthedemandfornaturalgasandelectricity energyresources isreducedbelowalevelofsignificance.

TheModifiedProjectwouldnotresultinnewsignificant impactorincrease theseverityofimpactsidentifiedFSEIR No. 339. Nosubstantial changefromthepreviousanalysiswouldoccur, andnomajorrevisionstoFSEIRNo. 339 arerequiredduetothepresence ofnewsignificant impacts.

Table5. ModifiedProjectOperationEnergyUse
TotalElectricity (million NaturalGas (millionkiloAnnualVMT1 DevelopmentOptionkilowatt-hours/year) Britishthermalunit/year) Option1 56/: 97/5224-747-999
Option2 54/994/121:-328-838
Option3 59/999/: 219-839-77:

AddendumNo. 11 64/4: 6/3: 7-333-329
Source:CityofAnaheim 2022.

Notes:VMT = vehicle miles traveled
1Assumes anetdecrease of9,776,069VMT foreachoption from demolition oftheexisting ACC officebuilding based onaverage annual VMT of25,508miles peryear per1,000square feet based onCalEEMod calculations fortheModified Project options.

Addendum No. 11Issue5.6.2(b): Conflict withor obstruct astateorlocalplanforrenewable energy orenergy efficiency
Summary ofAddendum No. 11Impacts
Theenergy plansdetermined tobeapplicable toAddendum No. 11aretheCaliforniaEnergyCommission (CEC) planadoptedasrequiredbySenateBill (SB) 1389, the2021IntegratedEnergyPolicyReport (CEC2022), andthe AnaheimPublicUtilitiesIntegratedResourcePlanandGreenhouse GasReductionPlan (GHGPlan)(Cityof Anaheim2018, 2020).

The2021IntegratedEnergyPolicyReportprovides theresultsoftheCEC’sassessments ofavarietyofenergy issuesfacingCalifornia. The2021IntegratedEnergyPolicyReportcoversabroadrangeoftopics, integrated resourceplanning, distributed energy resources, transportation electrification, solutions toincreaseresiliency in theelectricity sector, energyefficiency, transportation electrification, barriersfacedbydisadvantaged communities, demandresponse, transmission andlandscape-scaleplanning, theCaliforniaEnergyDemand Preliminary Forecast, thepreliminary transportation energydemandforecast, renewablegas, updateson SouthernCalifornia electricity reliability, naturalgasoutlook, andclimateadaptation andresiliency.TheOCVIBE Projectisamixeduseprojectthatwouldimprovethejob-housing balanceinthePlatinumTriangle, andthe OCVIBEMSPislocatedinaTransitPriorityAreaandwouldimplement urbandesignthatreducesVMTand accommodates pedestrian andbicycleaccess. Asdescribed previously underIssue5.6.2(a), construction ofthe OCVIBEProjectwouldhaveanegligibleeffectonlocalandregionalenergysupplies. Furthermore, allequipment wouldberequiredtomeetstatestandardsforfuelefficiencyincludingCaliforniaAirResources Board’sRegulation forIn-UseOff-RoadDiesel-FueledFleetsandwouldmeetTier3emissions standards, asrequiredbyMM2-1. Itis alsoanticipated thatfuelforconstruction oftheOCVIBEProject wouldbesuppliedbyconstruction contractors whowouldconserve theuseoftheirsuppliestominimizetheirconstruction costs, andenergyusageonthe OCVIBE MSPDareaduringconstruction wouldbetemporary innature.

Regarding operation andtheCECplan, development withinthePlatinumTriangleareamustsubmitplansshowing howitwillcomplywiththeStateBuildingEnergyEfficiencyStandards (Title24, Part6, Article2, CCR) andmust consultwiththeAnaheimPublicUtilitiesDepartment (APUD) BusinessandCommunity ProgramDivision toreview Title24measurespriortoeachfinalBuildingandZoninginspection toensurethattheprojectdesignincludes sufficientenergyandwaterefficiencyandsustainability practices. TheOCVIBEProject isanticipated toinstallsolar panelsandexceedthemostrecentTitle24BuildingEnergyEfficiency Standardsbyatleast10percent. Energy usageassociatedwithoperation oftheOCVIBEProject wouldbeminimal (lessthan0.1percentoftheCounty’s totaldemand) incomparison tothestate’savailable energysources. Further, theOCVIBEProjectis mixed-useand locatedonaninfillthatincludesARTICwithinitsprojectboundaries. TheOCVIBEProject providesampleoutdoor 9 recreation andparkspacesandawalkingandbikepaththatconnects totheexistingbikepaths, providingaccess toalternatemodesoftransportation thatwouldreduceenergyconsumption associatedwithvehicleuse.

TheAnaheim PublicUtilitiesIntegrated ResourcePlanandGHGPlanoutlinehowAnaheimPublicUtilitieswill transitiontocleanrenewable energysourceswhilemeetingprojectenergydemand. Theplansdonotestablish project-specificrequirements butarebasedonplannedgrowthprojectionsandassumeincreased energy efficiency andinstallation ofsolarpanelsconsistentwithstateandlocalrequirements andprograms. The strategies identifiedtoworktowardtheCity’sgoalareprimarilymeasures fortheCitytoimplementandare relatedtowaterconservation, waterquality, energyefficiency, renewable energy, andelectrictransportation and utilityfleetvehicles. TheOCVIBEProject isrequiredtocomplywiththelatestCALGreen Codestandardbuilding measures, AnaheimMunicipal Code, applicable EnergyEfficiencyStandards (Title20CCR), andTitle24standards regardingenergyconservation andgreenbuildingstandards. Asdescribed previously, theOCVIBEProject hasthe potentialtoreduceautomobile tripscompared toanisolateddevelopment andwouldpromoteinitiatives to reducevehicletripsandVMTandwouldincreasetheuseofalternatemeansoftransportation, whichwould reduceenergyconsumption associatedwithvehicleuse. Inaddition, thedOCVIBEProject wouldberequiredto complywithexistingregulationsandstandardconditions thatwouldreduceenergyconsumption. Construction andoperation oftheOCVIBEProject wouldnotconflictwithorobstructastateorlocalplanforrenewableenergy orenergyefficiency. Withimplementation ofMMs2-6, 9-1, 9-2, and10-21through10-24, thisimpactwouldbe lessthansignificant.

Mitigation Measures
Mitigation Measures2-1, 2-6, 9-1, 9-2, and10-21through10-24wereidentifiedinMMPNo. 383forAddendum No. 11forthisissue.

Modified ProjectConsistency Evaluation
Asdiscussed underAddendumNo. 11Issue5.6.2(a), energyconsumption duringconstructionof theModified Projectwould besimilartotheapprovedOCVIBEProject. Energyrequiredduringconstruction includesenergy usedforthetransportation ofbuildingmaterials, manufacturing ofbuildingmaterials, andtheactualconstruction ofbuildingsandinfrastructure. Petroleum fuels (e.g., dieselandgasoline) wouldbetheprimarysourcesofenergy fortheseactivities.

Following construction, electricityand naturalgasuseareestimated tobereducedcompared totheapproved OCVIBEProject. TheModifiedProjectwouldpotentially resultinanincreaseinVMTbecauseofadditional development inAreaDistrictSub-AreasD1andD2. IncreasedVMTisgenerally associatedwithincreased gasoline usetofuelproject-relatedtrips. However, theModifiedProjectwouldnotresultinanychanges totheVMTreducingfeaturesorsolarcapabilities oftheapprovedOCVIBEProject. Furthermore, asdiscussed inSection

5.6.2(a), theModifiedProject’sincreaseddevelopment densitywouldresultinlesscommitment thanasimilar amountofdevelopment onadifferentsitebecausetheOCVIBEProjectincludescompactdevelopmentnear transit.TheModifiedProjectwould continuetoberequiredtocomplywithallapplicable regulations relatedto energyconsumption andimplementallapplicable mitigation measures. Therefore, theincreaseinVMTwouldnot conflictwithorobstructastateorlocalplanforrenewable energyorenergyefficiency toresultinnewsignificant environmental effectsorasubstantial increaseintheseverityofimpactsidentified inAddendum No. 11.

Mitigation Measures2-1, 2-6, 9-1, 9-2, and10-21wouldcontinuetoberequiredandwouldreduceimpactstoa lessthansignificant level. TheModifiedProjectwouldnotresultinnewsignificant impactorincreasetheseverity ofimpactsidentifiedFSEIRNo. 339andAddenda, includingAddendum No. 11. Nosubstantial changefromthe previousanalysiswouldoccur, andnomajorrevisions toFSEIRNo. 339arerequiredduetothepresence ofnew significant impacts.

Summary ofEnergyImpacts
Impactsrelatedtoenergyfromconstruction andoperation oftheModifiedProjectwould belessthansignificant withimplementation oftheapplicablemitigation measures identifiedforAddendum No. 11. Nosubstantial 10 changefromthepreviousanalysiswouldoccur, andnomajorrevisions toFSEIRNo. 339arerequiredduetothe presence ofnewsignificantimpacts.

References
CEC (CaliforniaEnergyCommission). 2022, February. Final2021IntegratedEnergyPolicyReport. Accessed September 2024. https://www.energy.ca.gov/data-reports/reports/integrated-energy-policyreport/2021-integrated-energy-policy-report.

CityofAnaheim. 2010. FinalSubsequent Environmental ImpactReport (FSEIRNo. 339) fortheRevisedPlatinum TriangleExpansionProject. SCHNo. 2004121045. October.

CityofAnaheim. 2018. 2018Integrated ResourcePlan. AnaheimPublicUtilities. May.

CityofAnaheim. 2020. Greenhouse GasReduction Plan – SustainableElectricandWaterInitiatives. Anaheim PublicUtilities. May.

CityofAnaheim. 2022. ocV!beProject, DEV2020-00125, Addendum No. 11toFSEIRNo. 339. Preparedby PlaceWorks. August.

Harris (Harris & Associates). 2024a.AirQualityMemorandum, Comparison ofOCVIBEMaster SitePlan Amendment No. 1toOCVIBEAddendum No. 11Components – AirQualityImpacts. August28.

Harris. 2024b.GHGEmissions, Comparison ofOCVIBEMaster SitePlanAmendment No. 1toOCVIBEAddendum No. 11Components – Greenhouse GasEmissions Impacts. August28.

Pirzadeh (Pirzadeh & Associates, Inc.). 2024. ocV!BEArenaDistrictDMasterSitePlanModification. March25.

USEPA (U.S. Environmental ProtectionAgency). 2023. EmissionsFactorsforGreenhouse GasInventories. Last modifiedSeptember 12. AccessedSeptember2024.
https://www.epa.gov/system/files/documents
2023-03/ghg_emission_factors_hub.pdf.
11 Thispageintentionally leftblank.
12 AppendixC. GeotechnicalPlanningStudy
Thispageintentionally leftblank.

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TABLE OFCONTENTS
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Figures, Table,andPlate
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1.0INTRODUCTION

1.1PurposeandScopeofServices
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342128!BDD!Qsfmjn!Squ 3
31176.12
Pdupcfs!28-!3134
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342128!BDD!Qsfmjn!Squ 4
31176.12
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31176.12
Pdupcfs!28-!3134
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31176.12
Pdupcfs!28-!3134
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31176.12
Pdupcfs!28-!3134
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31176.12
Pdupcfs!28-!3134
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31176.12
Pdupcfs!28-!3134
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342128!BDD!Qsfmjn!Squ:
31176.12
Pdupcfs!28-!3134
3/:!Jogjmusbujpo!Gfbtjcjmjuz
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342128!BDD!Qsfmjn!Squ 21
31176.12
Pdupcfs!28-!3134
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31176.12
Pdupcfs!28-!3134
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31176.12
Pdupcfs!28-!3134
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31176.12
Pdupcfs!28-!3134
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31176.12
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31176.12
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ARENA CORPORATE CENTER
ocVEE MIXED-USE DEVELOPMENT

CITY OF ANAHEIM, CALIFORNIA
Project Number: 20065-01 By: SBK/LY
Project Name: AREP/ocV!BE
Date:10/17/23 Figure 1
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REGIONAL FAULT MAP
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Base: California Geological Survey, Fault Activity Map of California, 2010 .6 ARENA CORPORATE CENTER
ocVIBE MIXED-USE DEVELOPMENT
'6 CITY OF ANAHEIM, CALIFORNIA
Project Number: 20065-01 By: SBIULY
Project Name: AREP/oc\PBE
Date: 10/17/2023 Figure 2
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Base: California Geological Survey, Earthquake Zones of Required Investigation, Anaheim and Orange Quadrangles

ARENA CORPORATE CENTER
ocVIBE MIXED-USE DEVELOPMENT

CITY OF ANAHEIM, CALIFORNIA
Project Number 20065-01
Project Name. AREP/ocViBE
Date: 10/11/2023
By. SBH/LY
Figure 3 NMG
OPTION1:

AGGREGATESYSTEMDRAIN
Alternative:

NOTE: DRAINAGESYSTEMNOTREQUIREDFOR
WALLSWITHRETAINEDHEIGHTOF30INCHESORLESS
OPTION2:

COMPOSITEDRAINAGESYSTEM
NOTE: DRAINAGESYSTEMNOTREQUIREDFOR
WALLSWITHRETAINEDHEIGHTOF30INCHESORLESS
NOTES:

1.PIPETYPESHOULDBEPVCORABS, SCHEDULE40ORSDR35SATISFYINGTHEREQUIREMENTSOFASTMTESTSTANDARD D1527, D1785, D2751 , ORD3034.

2.FILTERFABRICSHALLBEAPPROVEDPERMEABLENON-WOVENPOLYESTER, NYLON, ORPOLYPROPYLENE MATERIAL.

3.DRAINPIPESHOULDHAVEAGRADIENTOF1PERCENTMINIMUM.

4.WATERPROOFING MEMBRANEMAYBEREQUIREDFORASPECIFICRETAININGWALL (SUCHASASTUCCOORBASEMENTWALL).

5.WEEPHOLESMAYBEPROVIDEDFORLOWRETAININGWALLS (LESSTHAN3FEETINHEIGHT) INLIEUOFAVERTICALDRAIN

ANDPIPE ANDWHEREPOTENTIALWATERFROM BEHINDTHERETAININGWALLWILLNOTCREATEANUISANCEWATER CONDITION. IFEXPOSUREISNOTPERMITTED, APROPERSUBDRAINOUTLETSYSTEMSHOULDBEPROVIDED.

6.IFEXPOSUREISPERMITTED, WEEPHOLESSHOULDBE2-INCHMINIMUMDIAMETERANDPROVIDEDAT25-FOOTMAXIMUM SPACINGALONGWALL. WEEPHOLESSHOULDBELOCATED3+ INCHESABOVEFINISHEDGRADE.

7.SCREENINGSUCHASWITHAFILTERFABRICSHOULDBEPROVIDEDFORWEEPHOLES/OPENJOINTSTOPREVENTEARTH MATERIALSFROMENTERINGTHEHOLES/JOINTS.

8.OPENVERTICALMASONRYJOINTS (I.E., OMITMORTARFROMJOINTSOFFIRSTCOURSEABOVEFINISHEDGRADE) AT32-INCH MAXIMUMINTERVALSMAYBESUBSTITUTEDFORWEEPHOLES.
9 THEGEOTECHNICALCONSULTANT MAYPROVIDEADDITIONALRECOMMENDATIONS FORRETAININGWALLSDESIGNED FOR SELECTSANDBACKFILL.
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Fowjsponfoubm!Nbqt!pg!Psbohf!Dpvouz-!Dbmjgpsojb-!Qsfmjnjobsz!Sfqpsu!26/! Dbmjgpsojb!Efqbsunfou!pg!Dpotfswbujpo-!Ejwjtjpo!pg!Njoft!boe!Hfpmphz!)DENH*-!2:92b-! Dmbttjgjdbujpo!boe!Nbqqjoh!pg!Rvbufsobsz!TfejnfoubszEfqptjut!gps!Qvsqptft!pg! Tfjtnjd!\[pobujpo-!Tpvui!Dpbtubm!Mpt!Bohfmft!Cbtjo-!Psbohf!Dpvouz-!Dbmjgpsojb-!Pqfo! Gjmf!Sfqpsu!92.21!M/B/!
Dbmjgpsojb!Ejwjtjpo!pg!Njoft!boe!Hfpmphz-!2:92c-!Hfpmphz!pg!Psbohf!Dpvouz!Dbmjgpsojb!tipxjoh! Njoft!boe!Njofsbm!Efqptjut-!Dpnqjmfe!cz!Q/L/!Npsupo!boe!S/W/!Njmmfs-!Cvmmfujo!315-! Qmbuf!2/
Dbmjgpsojb!Ejwjtjpo!pg!Njoft!boe!Hfpmphz!)DENH*-!2::8-!Tfjtnjd!Ib{bse!\[pof!Fwbmvbujpo! Sfqpsu!gps!uif!Bobifjn!boe!Ofxqpsu!Cfbdi!8/6.Njovuf!Rvbesbohmft-!Dbmjgpsojb-! Tfjtnjd!Ib{bse!\[pof!Sfqpsu!14/
Dbmjgpsojb!Ejwjtjpo!pg!Njoft!boe!Hfpmphz!)DENH*-!2::9-!Tfjtnjd!Ib{bse!\[poft-!Bobifjn! Rvbesbohmf-!Sfwjtfe!Pggjdjbm!Nbq!ebufe!Bqsjm!26-!2::9/! Dbmjgpsojb!Hfpmphjdbm!Tvswfz-!3119-!Hvjefmjoft!gps!Fwbmvbujoh!boe!Njujhbujoh!Tfjtnjd!Ib{bset!jo! Dbmjgpsojb-!Tqfdjbm!Qvcmjdbujpo!228-!Psjhjobmmz!Bepqufe!Nbsdi!24-!2::8-!Sfwjtfe!boe! Sf.bepqufe!Tfqufncfs!22-!3119/!
Dbmjgpsojb!Hfpmphjdbm!Tvswfz!)DHT*-!3129-!Fbsuirvblf!Gbvmu!\[poft-!B!Hvjef!gps!Hpwfsonfou! Bhfodjft-!Qspqfsuz!Pxofst!0!Efwfmpqfst-!boe!Hfptdjfodf!Qsbdujujpofst3129!gps! Bttfttjoh!Gbvmu!Svquvsf!Ib{bset!jo!Dbmjgpsojb-!Tqfdjbm!Qvcmjdbujpo!53-!Sfwjtfe/ Dfujo-!fu/!Bm-!311:-!Qspcbcjmjtujd!Npefm!gps!uif!Bttfttnfou!pg!Dzdmjdbmmz!Joevdfe!Sfdpotpmjebujpo! Wpmvnfusjd*!Tfuumfnfout!cz!L/!Poefs!Dfujo-!I/!Uphmb!Cjmhf-!Kjbfs!Xv-!Boojf!N/! Lbnnfsbs-!boe!Sbznpoe!C/!Tffe-!EPJ;!21/21720)BTDF*21:1.1352)311:*246;4)498*-! Kpvsobm!pg!Hfpufdiojdbm!boe!Hfpfowjsponfoubm!Fohjoffsjoh-!BTDF-!ebufe!Nbsdi!311:/ H/B/!Ojdpmm!boe!Bttpdjbuft-!Jod/-!2::9-!Sfqpsu!pg!Hfpufdiojdbm!Jowftujhbujpo! Bsfob!Dpsqpsbuf! Dfousf-!Epvhmbt!Spbe-!Bobifjn-!Dbmjgpsojb-!Qspkfdu!Op/!6527.15/3-!ebufe!Kvmz!2-!2::9/ Ibnjmupo!'!Bttpdjbuft-!3131-!Hfpufdiojdbm!Nfnpsboevn! Qspqptfe!Ipoeb!Dfoufs!Qbsljoh! Tusvduvsf!boe!Dpnnfsdjbm!Efwfmpqnfou-!T/!Qipfojy!Dmvc!Esjwf-!Bobifjn-!Dbmjgpsojb-! Qspkfdu!Op/!2:.3776-!ebufe!Gfcsvbsz!3:-!3131/!
K/!Czfs!Hspvq-!Jod/-!3114-!Hfpufdiojdbm!Fohjoffsjoh!Fyqmpsbujpo! Qspqptfe!Uxp!Tupsz!Dpodsfuf! Ujmu.Vq!Pggjdf!Cvjmejoh!boe!Sftubvsbou!Cvjmejoh-!2662!Epvhmbt!Spbe/-!Bobifjn-! Dbmjgpsojb-!Qspkfdu!Op/!2:446.C-!ebufe!Nbsdi!25-!3114/! 342128!BDD!Qsfmjn!Squ B.2!
31176.12
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APPENDIXA
REFERENCES(Continued)
Kfoojoht-!Dibsmft!X/!boe!Cszbou!X/B/-!3121-!Gbvmu!Bdujwjuz!Nbq!pg!Dbmjgpsojb-!Efqbsunfou!pg! Dpotfswbujpo-!Dbmjgpsojb!Hfpmphjdbm!Tvswfz-!Hfpmphjd!Ebub!Nbq!Op/!7! Mbx0Dsboebmm-!Jod/!)MDB*-!2::5-!Gjobm!Sfqpsu-!Hfpufdiojdbm!Jotqfdujpo!Tfswjdft-!Bobifjn!Tqpst! Bsfob-!Lbufmmb!Bwfovf!boe!Tpvui!Epvhmbtt! Spbe-!Bobifjn-!Dbmjgpsojb-! gps!Djuz!pg! Bobifjn-!Qspkfdu!Op/1:2121/C-!Hsbejoh!Qfsnju!Op/!1:373-!ebufe!Kbovbsz!21-!2::5/! MfSpz!Dsboebmm!boe!Bttpdjbuft!)MDB*-!2:9:-!Qibtf!2!Sfqpsu!pg!Qsfmjnjobsz!Tuvez-!Qspqptfe! Bobifjn!Bsfob-!Lbufmmb!Bwfovf!boe!Epvhmbt!Spbe-!Bobifjn-!Dbmjgpsojb-!gps!Phefo! Qspkfdut!pg!Bobifjn-!Jod/-!Qspkfdu!Op/!19:199/BF1-!ebufe!Opwfncfs!3:-!2:9:/! MfSpz!Dsboebmm!boe!Bttpdjbuft!)MDB*-!2::1-!Tvcnjuubm!pg!Ebub-!Ufsnjobujpo!pg!Jowftujhbujpo-! Qspqptfe!Bobifjn!Bsfob-!Lbufmmb!Bwfovf!boe!Epvhmbt!Spbe-!Bobifjn-!Dbmjgpsojb-! Qspkfdu!Op/!19:199/BF1-!ebufe!Nbz!29-!2::1/!
Npsupo-!E/N/-!boe!Njmmfs-!G/L/-!3117-!Hfpmphjd!nbq!pg!uif!Tbo!Cfsobsejop!boe!Tboub!Bob!41(y 71(rvbesbohmft-!Dbmjgpsojb;!V/T!Hfpmphjdbm!Tpdjfuz-!Pqfo.Gjmf!Sfqpsu!PG.3117.2328-! tdbmf!2;211-111/!
ONH!Hfpufdiojdbm-!Jod/-!3132b-!Tvqqmfnfoubm!Hfpufdiojdbm!Fyqmpsbujpo!boe!Qmboojoh!Tuvez-! pdW"cf!Njyfe.Vtf!Dpnnvojuz!boe!Mjwf!Foufsubjonfou!Sfefwfmpqnfou!Qspkfdu-! Qmbujovn!Usjbohmf-!Djuz!pg!Bobifjn-!Dbmjgpsojb-!Qspkfdu!Op/!31176.12-!ebufe!Nbz!35-! 3132/
ONH!Hfpufdiojdbm-!Jod/-!3132c-!Sftqpotf!up!uif!Djuz!pg!Bobifjn!Hfpufdiojdbm!Fohjoffsjoh! Sfwjfx!Tiffu!Dpnnfout!Sfhbsejoh!Qspqptfe!pdW"cf!Njyfe.Vtf!Dpnnvojuz!boe!Mjwf! Foufsubjonfou!Sfefwfmpqnfou!Qspkfdu-!Qmbujovn!Usjbohmf-!Djuz!pg!Bobifjn-!DbmjgpsojbQspkfdu!Op/!31176.12-!ebufe!Tfqufncfs!32-!3132/! ONH!Hfpufdiojdbm-!Jod/-!3132d-!Sftqpotf!up!uif!Tfdpoe!Djuz!pg!Bobifjn!Hfpufdiojdbm! Fohjoffsjoh!Sfwjfx!Tiffu!Dpnnfout!Sfhbsejoh!Qspqptfe!pdW"cf!Njyfe.Vtf! Dpnnvojuz!boe!Mjwf!Foufsubjonfou!Sfefwfmpqnfou!Qspkfdu-!Qmbujovn!Usjbohmf-!Djuz!pg! Bobifjn-!Dbmjgpsojb-!Qspkfdu!Op/!31176.12-!ebufe!Efdfncfs!21-!3132/! ONH!Hfpufdiojdbm-!Jod/-!3133b-!Hfpufdiojdbm!Sfwjfx!pg!Qvcmjd!Tusffu!Jnqspwfnfou!Qmbot-!Sjwfs! Spbe!gspn!Tubujpo!Op/!21,11!up!Tubujpo!Op/!244,79/44-!Lbufmmb!Bwfovf!up!Dfssjupt-! pdW"cf!Njyfe.Vtf!Efwfmpqnfou-!Qmbujovn!Usjbohmf-!Djuz!pg!Bobifjn-!DbmjgpsojbQspkfdu!Op/!31176.12-!ebufe!Tfqufncfs!24-!3133/! ONH!Hfpufdiojdbm-!Jod/-!3133c-!Hfpufdiojdbm!Sfwjfx!pg!Qsjwbuf!Tusffu!Jnqspwfnfou!Qmbot-! Tubomfz!Dvq!Xbz!gspn!Tubujpo!Op/!2,17!up!Tubujpo!Op/!24,17/34-!pdW"cf!Njyfe.Vtf! Efwfmpqnfou-!Qmbujovn!Usjbohmf-!Djuz!pg!Bobifjn-!Dbmjgpsojb-!Qspkfdu!Op/!31176.12-! ebufe!Tfqufncfs!26-!3133/!
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Q/L/!Spcfsutpo-!311:b-!Joufsqsfubujpo!pg!Dpof!Qfofusbujpo!Uftut! b!vojgjfe!bqqspbdi-!Dbobejbo! Hfpufdiojdbm!Kpvsobm-!Wpm/!57-!Op/!22-!qq!2448.2466/!
Q/L/!Spcfsutpo-!311:c-!#Qfsgpsnbodf!cbtfe!fbsuirvblf!eftjho!vtjoh!uif!DQU#-!Lfzopuf!Mfduvsf-! Joufsobujpobm!Dpogfsfodf!po!Qfsgpsnbodf.cbtfe!Eftjho!jo!Fbsuirvblf!Hfpufdiojdbm! Fohjoffsjoh! gspn!dbtf!ijtupsz!up!qsbdujdf-!JT.Uplzp-!Kvof!311:/! Tpvuifso!Dbmjgpsojb!Hfpufdiojdbm-!3112-!Hfpufdiojdbm!Jowftujhbujpo!boe!Mjrvfgbdujpo!Fwbmvbujpo! Qspqptfe!Bsfob!Dpsqpsbuf!Dfousf-!Epvhmbtt!Spbe-!Bobifjn-!Dbmjgpsojb-!Qspkfdu!Op/! 12H221.3-!ebufe!Kvmz!31-!3112/!
Tusvduvsbm!Fohjoffst!Bttpdjbujpo0Pggjdf!pg!Tubufxjef!Ifbmui!Qmboojoh!boe!Efwfmpqnfou)TFB*- 3134-!V/T/!Tfjtnjd!Eftjho!Nbqt-!xfc!tjuf!beesftt;!iuuqt;00tfjtnjdnbqt/psh0<!Ebuf! Bddfttfe;!Bvhvtu!:-!3134/!
V/T/!Efqbsunfou!pg!Bhsjdvmuvsf-!Tpjm!Dpotfswbujpo!Tfswjdf!boe!Gpsftu!Tfswjdf!)VTET*-!2:89-!Tpjm! Tvswfz!pg!Psbohf!Dpvouz!boe!Xftufso!Qbsu!pg!Sjwfstjef!Dpvouz-!Dbmjgpsojb-!ebufe! Tfqufncfs-!2:89!
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ONH

SOIL CLASSIFICATION CHART

MAJOR DIVISIONS SYMBOLS TYPICAL DESCRIPTIONS
COARSE

GRAINED SOILS
MORE THAN 50%

OF MATERIAL IS
LARGER THAN NO.
200 SIEVE SIZE

GRAVEL AND

GRAVELLY
SOILS
MORE THAN 50% OF

COARSE FRACTION
RETAINED ON NO, 4
SIEVE
CLEAN

GRAVELS
(LITTLE OR NO
FINES)
%--J L k
. (3,;-' om
vv
WELL-GRADED GRAVELS. GRAVEL - SAND MIXTURES.

LITTLE OR NO FINES
GP

POORLY G DED GRAVELS, GRAVEL - SAND MIXTURES

LITTLE OR NO FINES

GRAVELS WITH
FINES
(APPRECIABLE

AMOUNT OF FINES)
L . ,
.
ran a ...7,,, SILTY GRAVELS GRAVEL - SAND - SILT MIXTURES GC CLAYEY GRAVE_S, GRAVEL - SAND - CLAY MIXTURES

SAND AND

SANDY SOILS
MORE THAN 50% OF

COARSE FRACTION
PASSING NO, 4 SIEVE.

CLEAN SANDS
(LITTLE OR NO
FINES)
tpd
Svv
WELL-GRADED SANDS. GRAVELLY SANDS. LITTLE OR NO
FINES
p SP POORLY GRADED SANDS. GRAVELLY SANDS, LITTLE OR

NO FINES

SANDS WITH SM FINES
(APPRECIABLE

AMOUNT OF FINES)

SILTY SANDS, SAND-SILT MIXTURES
Sc CLAYEY SANDS SAND- CLAY MIXTURES

FINE GRAINED
SOILS
MORE THAN 50%

OF MATERIAL IS
SMALLER THAN NO.
200 SIEVE SIZE

SILTS AND LIQUID LIMIT LESS
CLAYS THAN 50
An_
INORGANIC SILTS AND VERY FINE SANDS, ROOK FLOUR.

SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH

SLIGHT PLASTICITY
A CL

INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY
GRAVELLY CLAYS. SANDY CLAYS. SILTY CLAYS. LEAN
CLAYS

OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW

PLASTICITY

SILTS AND LIQUID LIMIT
CLAYS GREATER THAN 50
mu
.1
INORGANIC SILTS. MICACEOUS OR DIATOMACEOUS FINE

SANDY OR SILTY SOILS, ELASTIC SILTS

CH INORGANIC CLAYS OF HIGH PLASTICITY
r-,14
NJ
RP,NIC CLAYS OF MEDIUM TO HiGH PLASTICITY.

ORGANIC SILTS

HIGHLY ORGANIC SOILS
.A. .A. .A. .A. .

P '
y PEAT, HUMUS SWAMP SOILS WITH HIGH ORGANIC

CONTENTS '
NOTE: Dual symbols are used to indicate gravels or sand with 5-12% fines and soils with fines classifying as OL-ML. Symbols separated by a slash indicate borderline soil classifications.

Sampler and Symbol Descriptions Laboratory and Field Test Abbreviations I Modified California sample (D-#) AL Atterberg limits (plasticity) IA Standard Penetration Test (S-#) CC Chemical Testing incl. Soluble Sulfate M Shelby tube sample (T-#) CN Consolidation
Large bulk sample (0-#) DS Direct Shear
El Small bulk sample (S134) El Expansion Index
17 Approximate depth of groundwater during drilling GS Grain Size Analysis (Sieve, Hydro. and/or -No. 200) Approximate depth of static groundwater MD Maximum Density and Optimum Moisture Note: Number of blows required to advance driven sample 12 inches (or RV Resistance Value (R-Value) length noted),
SE Sand Equivalent
UU Unconsolidated Undraineci Shear Strength

GENERAL NOTES

1. Soil classifications are based on the Unified Soil Classification System and include color, moisture, and relative density or consistency. Field descriptions have been modified to reflect results of laboratory tests where deemed appropriate Bedrock descriptions are based on visual classification and include rock type, moisture, color, grain size, strength, and weathering.

2. Descriptions on these boring logs apply only at the specific boring locations and at the time the borings were drilled. They are not warranted to be representative of subsurface conditions at other locations or times.

N MG Geotechni cal, Inc.

KEY TO LOG OF BORING
AREPIOC Vibe
Anaheim, CA
PROJECT NO. 20065-01
Template: NNIGKEY; Pr] ID: 21:465-01.0PJ; Printed: 517/23 Data Template- NMG_GINT 2018.GOT Prin Report HOLLOW STEM: Project. 2ocie5-o1.GPJ Date(s) 1130/23 Drilled Logged TDIDDK By
GW-1
Sheet 1 of 2
Drilling BC2 Environmental Company
Drill Bit 8" Size/Type
Drill Rig CME 95 Hollow Stem Type Hammer
Data 140 lbs.@ 30-inch drop
Sampling
Method(s) Modified California, Bulk
Approximate Groundwater Depth: Groundwater at 26 Feet. Total Depth .6 51.5 Drilled (ft) Comments Approximate Ground 175.0 mst Surface Elevation (ft) •--- c
c
ca >
1:13
III
-170
-160
-150
— SAMPLES
ca
0 •-
ca
.-7
u)
0 (3

MATERIAL DESCRIPTION
-

01......
-15 E
0 (6
—
u)
?.4 0 0
OTHER
TESTS
and

REMARKS
-c a
a)
I%
.
1 -.
ca
0_ E
tu -2_ o
g ":
eTa it
-
10-
15-
20-
D-1
D-2
D-3
D-4
SB-1
i
95/10"
10 57
62 I/IIW
SP
SW
Surface; Parking lot, 4" of asphaltic concrete over base.

Artificial Fill OH
0 1': Olive brown fine to medium SAND, moist, medium dense to - dense, micaceous, trace silt, scattered cobbles, friable, - @ 5.: Olive brown SAND with few to little silt, moist to wet, very . dense, micaceous, scattered cobble, slightly friable.

11.7 6.9

5.0 4.4
124.0
114.8
110.7
115.7
513-1 @ 20-25'
•
.',.`,.*.
,.',.',.•,.
'..........°
i•:::::

U.:
•
;IT!
.* V
it:P
414•4
•
rl:

SM i(V r rl Iv 'e brown i) silty SAND, moist, micaceous. _ SP @ 10': Light olive brown SAND, moist, loose, scattered subrounded pebbles, upper rings contain laminated sandy SILT with pebbles.

Oil
b.

GP
SP
@13'. Large cobbles in cuttings.
-
- 0 15'; No Recovery, abundant cobbles and pebbles.
_
0 16': Dark yellowish brown coarse SAND, moist, dense,
micaceous, trace silt, scattered pebbles, friable.
-
- @'i 20': Dark yellowish brown medium to coarse SAND, moist, very dense, micaceous, 2 -diameter pebbles. friable
25 LOG OF BORING
AREP/OC Vibe
Anaheim, CA
PROJECT NO. 20065-01
Mira
NMG
Data Template- NMG_GINT 2016.GOT Ponta Report HOLLOW STENS Project 2me5-Pa1 GP AREP/OC Vibe Anaheim, CA GUY-1 Sheet 2 of 2
s t ,---- L
=
w 0
-150 25
SAMPLES 0 _1
.-- 2-
6- CD
oo
u
u) D

MATERIAL DESCRIPTION
. zi
132 ---- .'
z .V) „,...-
-6 E
C.)
.-6' `
'---
?-w =''
a-2 0 0
OTHER
TESTS
and
REMARKS al :i.,` ,.-._
t-
=-• - i- z la) 0 4,
ga.
30-1
-140 35-
40-
-130 45-
50-
-120 55
D-5
D-6
1 r
I
0-8
D-9
0-10
38 10
1 3
4?
26 42
. . Sp 0 25': Pale brown medium to coarse SAND, moist, medium dense, - iiable, blebs of dark gray plastic silty CLAY in top rings. © 30': Very dark gray to dark olive brown CLAY, wet to saturated, - . medium stiff, micaceous, highly plastic.

4.5 46.7
22,8

20.6 14.7
102.2

73.8 106.8
116.9
Sample disturbed.

Sample disturbed.
,...,- -
0 0
e.c,,..-,.?i
CH
. •
•

7.,
sP
SP
seT—ep
fp 35': Grayish brown coarse SAND with some silt, saturated, loose, micaceous, 1/4"-diameter pebbles, friable.
-,
D-7
- @ 40: No Recovery. Medium to coarse SAND, saturated, - disturbed.
- 0 4.5 Olive brown medium SAND with trace silt, saturated, medium dense, micaceous, scattered pebbles, friable,
50': Reddish brown clayey fine to medium SAND/sandy CLAY, saturated, medium dense/very stiff, scattered pebbles, 2"-diameter ' pebble in tip.

Notes:

Total Depth: 51.5 Feet.
- Groundwater at 26.6 Feet on 2/3/2023.

Installed 30 Feet of Screen and 20 Feet of Solid Well Casing. - Backfilled Annular Space with 32 Feet of #3 Sand, 3.5 Feet of Bentonite, and 14.5 Feet of Cement Slurry.

Installed a Traffic Rated Well Cover.

LOG OF BORING
AREP/OC Vibe
Anaheim, CA
PROJECT NO. 20065-01
WiLL111 49
NAAG
Tumplfitu: 13t:1111 STail Pij 2.4 4-6-1.11 jP1, 1.MTL3
DataTemplate- NMG_GINT 2010.00T Prmte ReportHOLLOW STEM: Project. 2.oce5-o1.GPJ Date(s)
Drilled 1/31123 Logged TDIDDK By
GW-3
Sheet 1 of 2
Drilling BC2 Environmental Company aDrill Bit
Size/Type
Drill Rig
Type CME 95 Hollow Stem Hammer 140 lbs.@ 30-inch drop Data Sampling
Method(s) Modified California, Bulk
Approximate Groundwater Depth: Groundwater at 35.5 Feet. Total Depth Drilled (ft) 46.5
Comments Approximate Ground 168.3 Surface Elevation (ft) mat .c---
c
V
C)
1-LI
-160
-150
-
-c-id.
w
clo

SAMPLES
rzi)
0 -c
2- i:
o
co
0 (1)
n

MATERIAL DESCRIPTION
...
ol....
-- c 0o
o
,-
1- 7,_
in
•c el on
OTHER
TESTS
and

REMARKS
tu
c,_
.
1 -.
_a
E
D
Z
in 0
..-
0'-
071 E.
6-1
10-I
15-
20_ I
26 1
B-1
D-1
0-2
0-3
0-4

11.1 Surface; Parking lot, 4" of asphaltic concrete over 6" of aggregate base.

Alluvium Pal) . @ I': Olive brown silty very fine SAND, moist, micaceous_

9.1 8$

8.6 4.6
101.4
115.4

98.7 104.8
13-1 @ 1-5'
11 i
--
20 10
14 .
1'1
.
sm
LM-H
• S -P—k70
(g} 4': Olive brown SILT, moist, plastic, micaceous.
-
6: Light gray medium SAND wet, loose to medium dense, , micaceous, friable, more silty in upper rings.
---
• SM
_
MIT
© 10': Light
medium dense,
' gravel.
-
015. Light
micaceous,
- friable.
.
- olive brown silty fine to medium SAND, moist towel,
micaceous, trace pinhole pores (±1%), scattered
olive brown SILT, moist to wet, medium stiff,
trace pinhole pores (±1%), silty sand in upper rings
olive brown silty SAND, moist, loose to medium dense
trace pinhole pores (<1%). scattered pebbles. friable.

SIVI -- e 20': Light
micaceous,

LOG OF BORING
AREP/OC Vibe
Anaheim, CA
PROJECT NO, 20065-01
1 ..--:-'......-`--...„ .- -
W*
NMG
Data Template- NMG_GINT 20/ 13.GOT• Prmtetir 8/7/23 Report HOLLOW STEM: Project. 200e5-O,.GPJ AREP/OC Vibe Anaheim. CA GW-3 Sheet 2 of 2
c —
0 -.S 1.= 03 -c > -6_
a' a)
tu ci
SAMPLES 0 J
..-V
-
(19-
u)
0 MATERIAL DESCRIPTION
o
't_
zi v
----
z .: En -.-
-6 g
.E ci_
----
?fw -
?,7)
OTHER
TESTS
and

REMARKS
25 -
_ in
; E
>••
15 w 0
-140
MI35-
-130
40-
45-
-120
50-
55 I D-5
13-8
I
D-7
1 0-8
1 D-9
I
15 18
33 19
12 /
.
sm (q) 25 ': Olive brown silty fine to medium SAND, moist, loose to medium dense, micaceous, trace pinhole pores (<1%), friable.

6.9 14.7

18.1 23.7

33.7 108.4

98.3 104.9
aaa
Sample disturbed.

SMTML 06 30': Light olive brown to dark grayish brown silty very fine to fine - LSAND to sandy SILT, moist, medium dense/stiff, micaceous, _
SP
SP-SM
V 35': Light gray medium SAND with trace silt, saturated, medium dense, micaceous, highly friable.
4IY: Olive gray fine SAND to silty fine SAND, saturated, medium _
dense, micaceous, highly friable.
45: Olive brown very fine sandy clayey SILT/silty CLAY, saturated medium stiff micaceous thinly laminated slightly i • , y , -
plastic.

Notes:

Total Depth: 46.5 Feet.
' Groundwater at 35 Feet on 2/3/2023.

Installed 20 Feet of Screen and 26 Feet of Solid Well Casing. - Backfilled Annular Space with 23.5 Feet of #3 Sand, 35 Feet of Bentonite, and 18.5 Feet of Cement Slurry.
_ Installed a Traffic Rated Well Cover with 1 Foot of Concrete Backfill.

LOG OF BORING
AREP/OC Vibe
Anaheim, CA
PROJECT NO. 20065-01 NMG
lurripkite. 1 R CIA Plj 11:0' 200 0,5,11
DataTemplate- NMG_GINT 2010.00T Ppeta Repot HOLLOW STEM: Project 2me5-cti.GPJ Date(s) 8/4f20 Drilled Logged ZKH By
H-16
Sheet 1 of 3
Drilling 2R Drilling, Inc. Company
Drill Bit 11" Size/Type
Drill Rig CME 75 Hollow Stem Type_ _ Hammer
Data 140 lbs. @ 30-inch drop
Sampling
Method(s) Modified California
Approximate Groundwater Depth: 35.0 Feet Total Depth
Drilled (ft) 56.5
Comments Approximate Ground 179.2 rnsl Surface Elevation (ft) .c---
c —
o =
=
> co -c 4,5_ C) a)
0 SAMPLES
ci)
0 _i
'
-c
6:"
U)
0 (1)
I-LI

MATERIAL DESCRIPTION
.
'-'
,,,...
-15 IS
,-
cE 0_
0 ?tii)
OTHER
TESTS
and

REMARKS
ti5
. _a
o_ E
.
t
(I) 0
"-
5-
-170
10-
15-
-160
20-
26 I 0-1
0-2
I
I
D-3
D-4
1 0-5
D-6
66 28
54 33
50/6"
51 Mg"
figai
ii.4_114
. -
-.• sm
SM-ML
---
Surface; Parking Lot. Asphalt section not measured.

Artificial Fill, Undocumented (Mu)
_ @ 2.5' SAMPLE: Brown silty fine to medium SAND, moist, very dense, micaceous, slightly mottled.

C;/ 5' SAMPLE: Brown silty fine SAND/SILT, moist, medium dense, stiff. micaceous.
_

10.1 13.4

11.0 12.4

2.4 13.7
127.0
119.5
121.7
121.6
109.3
115.2
•
Shil _ @ 7.5 SAMPLE: Gray silty fine SAND, moist, dense, micaceous. . ap, 10' SAMPLE: Grayish brown to brown silty fine SAND, moist, . dense, micaceous.
- - (gi 15' SAMPLE: Light gray to gray silty fine to medium SAND, _ moist, very dense, friable, micaceous, slightly mottled - ig 20' SAMPLE: Gray siltyfine SAND, very moist, dense, black organic stained soil, organic odor, shell fragment.

LOG OF BORING
AREP/OC Vibe
Anaheim, CA
PROJECT NO. 20065-01
1 •.--:- '-.--:.---.

NMG
Data Template- NMG_G1NT 20/ 13.00T• FriMed:
8/7/23
AREP/OC Vibe Anaheim, CA H - 1 6 Sheet 2 of 3
-•'-'
c —
lp
0 w
11 cl
25 SAMPLES 0
0)
0 IC -L
6 ,
w
''

MATERIAL DESCRIPTION
0_
02—
c)
-6 2
o
t
'
a- {7, c 1 (=I
OTHER
TESTS
and

REMARKS
Zu
)" 1 -) 2, 4-
-150
30-
35-
-140
40-
45 -130
50-
55 I 0-7
0-8
1 D-9
1 0-10
1 ]
D-11
0-12
1 62
sm g 25' SAMPLE Upper: Gray silty fine to medium SAND, moist, very dense.

8.5 25.2

10.2 18.5

15.8 113.7

98.8 108.5
103.7
112.0
CN
11 35
56 72
12 -
.. 7
.. .

A
SM
— - -- mi_
Alluvium pal)
Lower Light olive brown silty tine SAND, moist, very dense. (g 30' SAMPLE: Brown clayey/sandy SILT, very moist, stiff, micaceous, trace pinhole pores,
-
—SM
— - -- SP
CL
@ 35' SAMPLE: Light olive brown silty fine SAND, moist, medium - dense, micaceous.

V rl
ig 40' SAMPLE: Gray silty fine to medium SAND, saturated, dense, _ . micaceous.
._
@ 45' SAMPLE: Grayish brown silty fine to medium SAND,
-
, saturated, very dense, micaceous.
fig 50' SAMPLE: No Recovery. Clean fine to medium SAND in waste barrel, saturated, loose, highly friable.
-
. ig 52.5: Driller notes clay begins,

LOG OF BORING
AREP/OC Vibe
Anaheim, CA
PROJECT NO. 20065-01 NMG
Tumplhatu: [JULIA qr STail Pij 111): 20.165-1.)1.UP3,
DataTemplate- Ntv
1G_DIN1 2018.GOT ReportHOLLOW-STENS Project 2ooe5-c1 GPJ AREP/OC Vibe Anaheim. CA H-16 Sheet 3 of 3
-i---
c —
LE mi -c
al w
IA in

SAMPLES
ci)
° —I
.—
,;, 573- j
(.9
LO
E.)
D
1 ,"' -.. MATERIAL DESCRIPTION
-6'—'
—
z .: ur, —
- t3 E
0 .: '8
—
?fw -
?.{7)
0 0
OTHER
TESTS
and

REMARKS
i:T? '
cp_ E >,
O
(0 0
g 1.-_ _ cL
55 eL @ 55' SAMPLE. Strong brown silty CLAY. saturated, very stiff, 12.5 118/ D-13 49 some rounded gravel
Notes:

Total Depth: 56.5 Feet.
' Groundwater First Encountered at 38.4 Feet.

Static Groundwater Measured at 38.0 Feet Alter 15 Minutes. -Backfilled with Bentonite Cement Grout -120 Patched with Cold Patch AC 60-
65-
-110
70-
75-
-100
80-
85 LOG OF BORING
AREP/OC Vibe
Anaheim, CA '',..• /,..;:%::i,../.

PROJECT NO. 20065-01 NMG
it:1111..4ov. 15)111. ,1; 11? -14A w,5-L ,1j5J, 1.11012.1.

Data Template- NMG_GlNT 2016.GOT Prin Report HOLLOWSTEM; Project 2aoe5-Pai GPJ Date(s) 8/3/20 Drilled Logged ZKli By
H-17
Sheet 1 of 2
Drilling 2R Drilling, Inc. Company
Drill Bk 11" Size/Type
Drill Rig CME 75 Hollow Stem Type Hammer
Data 140 lbS.@ 30-inch drop
Sampling
Method(s) Modified California, Bulk
Approximate Groundwater Depth: 33.0 Feet Total Depth 51.5 Drilled (ft) Comments Approximate Ground 175.0 rnst Surface Elevation (ft) c 0
=
co
>llp
11 -170
-160
-150
—
..__..
-c
ao
SAMPLES 0
C.1
-Era (1) 0
----. c

MATERIAL DESCRIPTION

42. v
iii)
,- VI
,,,...
-15 E
0 a
.„_..
.-' 0
?4,
0 0
OTHER
TESTS
and

REMARKS
t15
11 2
I%
•I ,
E . F
5-
10-
15-
20-
ID-1 77
54 38
21 3"
42 SM
Surface; Parking Lot, 3.5" AC over 2.5" AB.

Artificial Fill, Undocumented (Afu)
(fp 2.5' SAMPLE: Gray silty fine to medium SAND moist, very . dense, trace asphalt fragments_
P 5' SAMPLE: Gray silty fine to medium SAND moist, very dense, . trace asphalt and glass fragments.
_

9.6 4.9

9.2 12.3
17,0

1.4 125.9
117.9
119.2
116.8
113.1
104.4
B-1 @5-10'
8-2 @M.-15'
-/-/-'-
,
y•
D-2
0 B-1
D-3
0 D-4
7,
r.:. B-2
...
.-•
•A
%
D-5
SC
-

7.5 SAMPLE Very dark gray to black clayey fine to medium AND, moist, medium dense, organic odor, 2" diameter concrete and rock fragments, micaceous.
.
© ID' SAMPLE: Dark brown clayey fine to medium SAND, very moist, medium dense, abundant rock fragments, slightly organic ' odor.

SM-ML i§ 15' SAMPLE: Grayish brown to olive brown silty fi - ne
SAND/sandy SILT. moist, very dense, mottled, 2" diameter - concrete fragment.

D-6
-,•
•
SM
— —
. SP
Alluvium (Qal)
Tip, Olive brown silty fine SAND, moist, micaceous, homogeneous . color.
20' SAMPLE Light gray to pale brown fine to coarse SAND, amp. medium dense, highly friable. trace gravel
25 LOG OF BORING
AREP/OC Vibe
Anaheim, CA
PROJECT NO. 20065-01
NWE
NMG
Data Template- NMG_DINT 2018.GOT Pcmte Report- HOLLOW STEM Project 2me5-Pa1 GPJ cri
AREP/OC Vibe Anaheim. CA H-'17 Sheet 2 of 2
c —
.2 = _.,
..=
__
cp w
-150 25
SAMPLES 0 _1
.9 _c
pry
I.-
0 - . •
0 (.0
w MATERIAL DESCRIPTION
6-i
— E - c
-,Y, .2
_ c
° 0
0 t
_
_,?-.
•-,5 c a" a) 0 0
OTHER
TESTS
and

REMARKS
Zu
uel E
1,- Z
ti
4- 0 :E.

En D.
31 -140 35-
40-I
-130 45-
50-
I 0-7
0-8
0-9
I
D-10
D-11
1 0-1 2
1 23
11 33
19 9
8 0
• sm @ 25' SAMPLE Olive brown silty fine SAND, very moist.

Micaceous.
© 30. SAMPLE Olive brown silty fine SAND and plastic CLAY, •saturated, loose/stiff, inter-layered, micaceous, root stained pores.

Y
'

12.0 22.2

21.1 15.9

24.0 7.5
113.8

99.4 100.0
106.2
102.3
120.5
e''SM-C H
/.1
4+4
:P;.;,
(#=„1
Of
..Z
7 /
e(;,/ VA
re/4'6,
Fr
SM
SP-SM
sip:
c l-I
E_71-
fg 35' SAMPLE: Gray silty fine to medium SAND, saturated, medium dense, trace coarse sand lenses, micaceous/magnetite -
- rich layer, 1/16" thick.
i 40 SAMPLE: Light olive brown silty to clean fine to coarse AND, saturated, medium dense, friable, micaceous.
_
Olive brown clayey fine SAND/sandy CLAY.
_
— micaceous,
45 SAMPLE: Olive brown silty plastic CLAY, saturated,
_
-
Sc CD 50' SAMPLE Strong brown to brown clayey fine to coarse SAND, saturated, very dense, 2" diameter gravel.
_
Notes:

Total Depth: 51.5 Feet.
- Groundwater First Encountered at 34.4 Feet.

Static Groundwater Measured at 33,0 Feet Alter 15 Minutes. - Backfilled with Bentonite Cement Grout.

Patched with Cold Patch AC.
-120 55

LOG OF BORING
AREP/OC Vibe
Anaheim, CA
PROJECT NO. 20065-01
111k
NAAG
Verriplaie I ik.,1,1.4 AN 111,1, It] (6.01 I Ein44,24.4: 14 RI 1'.'113 Report HOLLOOrSTEM Project ).00e5-0, GP.), DataTemplate- NMG_GINT 2018.GOT Prir Date(s) 8/6120 Drilled Lagged ZKK By
P- 3
Sheet 1 of 1
Drilling 2R Drilling, Inc. Company Drill Bit 9" Size/Type Drill Rig CME 75Hollow Stem Type Hammer. 140 lbs. •J 30-inch drop Data Sam Method(s) pling Modified California
Approximate Groundwater Depth: Ground WI Encountered Total Depth Drilled (ft) 20.5
Comments Approximate Ground 174.0 nisi Surface Elevation (ft) .c-rc —
a)
•- _2_ co
0 11 i%
SAMPLES '6

MATERIAL DESCRIPTION ,- VI
,,,....
-6 is
o_
.-' 0
?.F.,
OTHER
TESTS
and

REMARKS E
0 V.7
-170
5-
10-
-160
15--
20-
-150
D-1
D-2
D-3
D-4
0-5
43 15
17 18
22 MI" Surface; Parking Lot, 3" AC over zi'r AB.

Artificial Fill (Mu)
© 1-5'. Brown silty CLAY, moist, mottled
ai 5' SAMPLE: Upper Brown silty CLAY, moist, very stiff, mottled. _
Lower Brown clayey line SAND, moist, medium dense, mottled. _

10.9 26,2

8.4 6.2

6.2 115.0

93.2 105.2

99.0 98.6
_
• . •
ci_
2/
SC
GC
CL
4- -.
-.. sm-
_
@ V-11'1 Driller notes hard drilling, gravel.
ig 11' SAMPLE: Grayish brown silty CLAY. moist, medium stiff, - sedimentary bedrock fragments are thinly bedded, FeO stained, micaceous.
- - @ 15' SAMPLE: Olive brown silty fine SAND, moist, medium dense, brick fragment, micaceous.
— •. •
SM
—s—m—fP
' SPAlluvium Mal)
Tip: Silty fine SAND, moist, medium dense, homogeneous color. @ 17_5 SAMPLE: Olive brown silty fine to medium SAND, damp to moist, micaceous, friable.
19' SAMPLE Olive brown interlayered silty and clean fine to - medium SAND, damp, medium dense, micaceous, friable.

Notes:

Total Depth: 20.5 Feet.
- No Groundwater Encountered.

Percolation Testing Performed on 8/11/2020.
- Backfilled with Gravel and Cuttings.

Patched with Concrete and Black Dye.
25 LOG OF BORING
AREP/OC Vibe
Anaheim, CA
PROJECT NO, 20065-01
=
NMG
Report HOLLOVIi STEM: Project. 200e5-Cri.GPJ. DataTemplate- NNIG_G.INT 20/8.GOT Prime Date(s) 8/6/20 Drilled Logged ZKI-1 By
P- 4
Sheet 1 of 1
Drilling 2R Drilling, Inc. Company Drill Bit 9" Size/Type Drill Rig CME 75 Hollow Stem Type Hammer 140 lbs. @ 30-inch drop Data SMaemthpoldin(sg) Modified California
Approximate Groundwater Depth: Groundwater Not Encountered Total Depth 18.0 Drilled (ft) Comments Approximate Ground 180.5 msl Surface Elevation (ft) z-V--
c
•..= in >
ci)
w
cl
-180
-170
-160
-c .6.
0 o
— SAMPLES
cn
0 c..1.
•- -2_
i:

CD
u)
u)
n
0 MATERIAL DESCRIPTION
--.
a)
,- VI
....
-6 E
0 .f
.-' 0
?4,
o o
OTHER
TESTS
and

REMARKS
if) tu AD
„,_ E
D
1 .' z
.1-, o (I) 0
"-
0'-
rT:i 18.
5-1
10-•
15-1
20-
I 0-1
D-2
D-3
1 0-4
0,5
39 75
31 24
39 oicali
Pirir
r
4 SM
Surface Parking Lot, 3" AC over 10 AB.

Artificial Fill, Undocumented (Aful
, (4)2.5 SAMPLE: Brown silty fine SAND, moist, medium dense, micaceous_
cii. 5 SAMPLE: Brown silty fine SAND, moist, medium dense, micaceous,
, @ 7.5': Cuttings remain brown silty tine SAND, moist. 8,1

2.9 19.9
3,3

5.1 126.0
122.0
103.0
117,2
109.7
CL 0 10' SAMPLE: Born silty CLAY, moist, very stiff, mottled, rock fragments, micaceous, laminated.
_
I
-'
...
..• . .
-._' sm
.-
7M— .7@
Alluvium Pal) els SAMPLE: Brown silty fine SAND, moist, medium dense, - micaceous, trace gravel in tip.

16.5 SAMPLE: Brown silty fine to medium SAND with gravel, 7 moist, medium dense, micaceous, gravel is subrounded to subangular, generally 1/2 diameter.

Notes:

Total Depth: 18.0 Feet.
- No Groundwater Encountered,
Percolation Testing Performed on 8/11/2020.
- Backfilled with Gravel and Cuttings.

Patched with Concrete and Black Dye.
25 LOG OF BORING
AREP/OC Vibe
Anaheim, CA
PROJECT NO. 20065-01
'WA:M
NMG
Data Template- NMG_GINT 2010.COTPte Report HOLLOOr STEM: Project. ane Date(s) 1110/22 Drilled Logged IFIF By
P-11
Sheet 1 of 1
Drilling 2R Drilling, Inc. Company Drill Bit a" Size/Type Drill Rig CME 75 Hollow Stem Type Hammer
Data 140 lbs. @30-inch drop
Sampling
Method(s) Modified California, Bulk
Approximate Groundwater Depth: Groundwater Nat Encountered Total Depth Drilled (ft) 15.0
Comments Approximate Ground
Surface Elevation (ft) 167.0 nisi
.c---
c
ra >
a,
I-LI
-160
-150
= —
EL
a)
°0

SAMPLES
ci)
0 _i
=
2-
co
(3
-c MATERIAL DESCRIPTIO N ,-
.
1 -'
. CR- .
—
,I.D.
-15 E
.f 0_ —
.-‘ 0
?4,
OTHER
TESTS
and

REMARKS
tu _a
o_ E
vi 0
—
5-1
.
10-I .
13-1
D-1
I D-2
D-3
I
D-4
21 19
21 16
SP
Surface: Parking lot, 2' of asphaltic concrete over 5" of aggregate base.

Alluvium Pal) 0 0.6'; Light grayish brown fine to medium SAND, damp to moist, highly friable.
a!5': Light yellowish brown to pale brown tine to medium SAND, . damp, medium dense, highly friable.
. @ 7.5': Light yellowish brown to pale brown tine SAND, damp, medium dense, highly friable.
. @10': Light yellowish brown to pale brown fine to coarse SAND, clamp, medium dense, highly friable.
,P 13.5k. Light yellowish brown to pale brown medium to coarse SAND, clamp, medium dense, highly friable_

1.1 1.1
3,2

1.3 112.4
B-1 © 1-5'
GS
15 20-
25 Notes:

Total Depth: 15 Feet.
' No Groundwater Encountered.

Installed 2-Inch Slotted Well Casing.
- Backfilled Annular Space With #3 Sand_
Pre-Soaked on 1/10/2022.
_ Percolation Test Performed on 1/13/2022.

Backfilled With Cuttings and Tamped.

Patched With Quickset Concrete and Black Dye
-

LOG OF BORING
AREP/OC Vibe
Anaheim, CA
PROJECT NO. 20065-01
12W11
NMG
US
ID
Total depth: 50.16 ft, Date: 7/30/2020
Sieevefriction
•LIL VO .0 0 N IS US
N N N
(44) 1-11claa
N .1- 0 co
N N
(44) 1-11CIDG
o N Tr IS CO 0 N er ID CO
r) rI 1I N ii Tr Tr Tr T- N
(34) LON]
GO
Friction ratio Pore pressure u
LO US C N•rd- LO. US
PI 1.1 V' V I'
ri
N ni• CO 0 IN LO CO N Lo co 0 N ID CO C N
N N N N N N 01 ▪ 1,1 .4-
✓
ID co o
• In
'a 773
4 T. T T. -ko
77 7 1
if
_. ..
..-
E re
Id ad "0 3 , ... › F:, ,; .
a1 a1 .. T. .3.
'''' .g '''' ... ''''
Z
tr
,'•3I
-w 42.2 ....4.._
1--- 5;, 4
1 -A- ---
co
1 7
a,
4: - -
ir7

7. 4,- D.
ad WS
--iu
.km -f, 41
I = , ..,,
=
_ -,6 3..
. = - g -
al ad VA .4 .1. Cp 44
---.?-• .r,% •..- • 2' 1_41,-, ,.>2 :=i-.- ;r7, -a M .,Z c) 05 0[Z., .3 Cei
a
.4.- —
.0
-ka
NfZ = — _..
-45117,2, 7- 6 , • .77 V.1 L71.
.... .6 .6 D. 2...., t ,g-g, 4,'• A;
IN ,.-7.) ,L7i-o (3,3
I
V
-- •-
IF
I 111
. . . .

N • 10 05 0 IN V COC N e 10 CO

N NN NN
(4) Lildaa
LO
r Ts.
1-1
Coneresistance
4 I I
IN Is US ••0 CO 0 N •C? l0 CO US
N N N N no.
(41) 44c1Pci
.551
.47 >5 7°>5 1'>5 7
'-'.' E R. --41.------i
5S!
>5 >•
f
"''' mAT . ,"
Ni El 1 1 igi ...4, .cd. 1, ;.„2
. .
cl!f-- .....,,s.
7 g g -E-0. 1 — -.-
v-1.-- !E- N 14
,,,, -52. 1.,
-ir 3-
.._r- _. .,4, _.
a _.• I 2i . .,,,
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- =
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...>.
.. .us 1 'E 1 11. ,g gsc = . E0 g '5 17, = 6 '5 7-7,
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— -—
Sand & sil
Vaiydena
5F- co . =' 3' i fc
o C.3 17) C:` IN V (0 02C N V 1.0 in LS

N N N N N
(4) qdçj
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CO
Total depth: 50.09 ft, Date:7/30/2020
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PReport created on: 7/3142020, 8:33:28 AM
in
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C N mr 0 in 0 N V IS in ci N V in CO
N N rtl N
(4) 1-14d
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Soil Behaviour Type Coneresistance
Total depth: 50.09 ft, Date:7/30/2020
Report created on: 7/31/2020, 8:33:53 AM
in
n
a

17. 4s s .1
,.•
Pi Z
41 c..3 45a ;al

7.07i
rI ‘71,7,ciuL5 f.0 in
a a a a -Is
SElitt ..3 C3 CO:C-3 C.3
s-enda sandy
C
2 a. Lu
o
-7-
0 12
0 15
M V
E
Z 1.11 0
)-
cc —
0 2 „
u1
Z
w
0 16.8 111 7

13.1 107 7

36.4 86 3

13.7 105 7

13.1 113 5 10

7.6 108 5
15 ELEVATION (ft.)
BORING 12
DATE DRILLED: November 30, 1989
EQUIPMENT USED: 20" - Diameter Bucket
EiEVATION 165.2
165
160 -1-
155—
I II ML ', FILL-SANDY SILT- grey
kk:?: ML FILL - SILT, SAND, and CLAY- few Gravel, grey

1.7-1-( SP i
-r•Vi Cl-
.•:.'i:fi
It;ili Grey a.nd dark grey
-!.,.4.?
1-iA -il Brown and grey
•!,;!:;!
iif..i
i .11...i

SURFACE OF NATURAL SOIL
SP SAND - line to medium, light brown : •
f! 7 sm FILL - SILTY SAND - fine, brown and grey
NOTE: Water not encountered_ No caving.

LOG OF BORING
LeROY CRANDALL AND ASSOCIATES
w 0
LcIE' i —-
) S 0
)- 0 • • • • • • CC uJ
z
L IL
a
c c 0

19.3 6.8
102
124
7 16
5 11_7
82 123
106
7 5
10 2.6 110 10
15 ELEVATION (ft.)
160-
155-
-150
BORING 11
DATE DRILLED: November 30, 1989
EQUIPMENT USED: 20" - Diameter Bucket
ELEVATION 165.0
FILL - SILT, SAND, and CLAY - pieces of concrete and
paper, brown and dark brown
FILL - SILTY SAND - fine, about 15% Gravel, pieces of
concrete, light brown
About 30% Gravel and Cobbles (to 10" in size)
FILL- SANDY SILT - some Clay, brown
FILL - SILTY SAND - fine, pieces of brick, plasiic, and metal, brown

SURFACE OF NATURAL SOIL
SAND - fine to medium, light brown
SM
SP
ML
SM
NOTE: Water not encountered. No caving.

PLATE A - 1.10
a
P. 5 4
160-
- 10
155-
15 EL
EVATION (ft)
160 -t
5 10
ELEVATION (1.)
4 165-
BORING 13
DATE DRILLED: November 30, 1989
EQUIPMENT USED: 20" - Diameter Bucket
SAM
ELEVATION 168.5
PLE LOC.
a_
0 ca.
("NI 089088.AEO
• 95
›-
-:• T L --0 ._: -
......
--,
p „;• z ; z ,.,,,,

13.2 104 5
SAMPLE LOC.

FILL - SILT, SAND. and CLAY - pieces of plastic, grey
and brown
SP
BORING 14
DATE DRILLED: November 30, 1989
EQUIPMENT USED: 20" - Diameter Bucket
ELEVATION 169.3
FILL -SILTY SAND - fine, brown
FILL - SILTY SAND and SAND - fine to medium, brown and
grey
j. Light grey

SURFACE OF NATURAL SOIL
SAND - fine to medium, light grey
NOTE: Water not encountered. No caving.

17.0 29.5

6.6 3.4
106
96 118
104
13 11
7 5
ML
SP
CL
SM FILL - SILTY SAND - fine, brown and grey

SURFACE OF NATURAL SOIL
SAND - fine, light grey and brown
NOTE: Water not encountered. No caving.

6.3 121 15 : SM
RI LI

1.4 104 3 I
SP

2.3 114 8
—
155 -
15 LOG OF BORING
LeROY CRANDAU_ AND ASSOCIATES
PLATE A - 1_11
CPSJOHTBOE!UFTU!QJUTCZ
H/B/!OJDPMM!'!BTTPDJBUFT-!JOD/
2::9

PARTICLE SIZE LIMITS

SAND GRAVEL

COARSE FINE COARSE
1 FigUTO NO.:

B1
Project No:
5416 04.2

UNIFIED SOIL CLASSIFICATION SYSTEM

MAJOR DIVISIONS
•
GROUP

SYMBOLS

DESCRIPTIONS
i
•
COARSE

GRAINED
material Is LASIGNI
then No. 200 der*
111.4
iklar• limn 30% al
ramie hook... is
LAI10111 than Ma
545.4 it... • 11a.)
CLEAN

0....a. G Well graded grovels, gravel-sand
mixtures. little or no fines.

GRAVELS ,:01:

GRAVELS
(tielte err no fin.•)
et'a.sa
.2 pa 0.0,o
Op Poorly graded gravels or gravel-sond
mixtures, little or no fines.

GRAVELS

WITH FINES
IIAppel/deaths amotenl
al I Ineri
• •
4 • •
GM Silty grovels, gravel-sand-silt mixtures.
* ...?
. .
.
. :
. .-
GC Clayey gravels, gravel-sand-clay
MIXIuros.

SOILS
Wars than 30% at Well
SANDS
itAge• than SO% of
seam. hart/ea la
SMALLER than the
k flora alto.) SANDS a.4

CLEAN SANDS
Willa at 1•A INAAII
'.
-
6'. r„.

S graded sands, gravelly scolds,
little or no fines.
.-.---.
:
- • SP
Poorly groded sands or gravelly song's,
little or no fines.

WITH FINES
!App. a r lab I a • rn.... nt
AT IIA*11
' t.
r.:

SM Silly sands, sand-sill mixtures.
.•
SC Clayey sands, sand-clay mixtures.

FINE

GRAINED
SOILS
Wore than 20% III
mammal Is AM A
Shen 140.200 IN..

Om)

SILTS AND CLAYS
Wendel Mali LISS then 301 —
MI.

Inorganic silts and vory lino sands, rock
flour, silty or clayey fine sands or clayey
slits with slight ploslicity.
---.-
==
CL
Inorganic clays of low to medium
plasticity, gravelly clays, Sandy clays,
silly clays, lean clays.
- _
OL
Organic silts and organic silty clays of
law plasticity.
.

SILTS AND CLAYS CH (1.11vIA Melt OINATIR Mania/
,
MH
Inorganic silts. micaceous or diotomaceous fine sandy or silty SOM.

OlastiC SIRS.
--
—'-----'
Inorganic clays of high plasticity,
..-- fat Cloys.
•
•• •• •• ****
•• •• ••
0 H
Organic cloys of medium to high
plostitityi organic silts.

HIGHLY ORGANIC SOILS
•
. --:-
• .•,!!.
•
Pt Peat and other highly organic lolls.

BOUNDARY CLASSJFICATIONS: Soils possessing charactoristIcs of two groups are designated by combinations of group symbols.
1 1
1 1
1 1

FINE MEDIUM

11.20 tia.SO 544.40 14A10 54.4 3/41.% 31.1.

U.S. STANDARD SIEVE SIZE
SILT or CLAY COBBLES! BOULDERS
12 In.

G.A. NICOLL & ASSOCIATES. INC.

SAII TN SC Iltatt COMIULTANTS
Arena Corporate Center
Anaheim, California
Date: July 1998

LOG OF BORING
Drill Rig:

RK 81
Boring Diameter:
8 inches
Boring Elevation:
168± feet
Boring Number
Dale Drilled:
1I/21/97 GDH
This lag is a teptesentation ol subsuilace Con lions Cl the lime and place al drilltnia With the pas5aon of lane or at any omer tocat.on Mere may be consequential changes In cond.tions. 13-1 SAMPLE -I, r.1 4..

43.4‘ CO 42 e- Ar..
ee IP et. .q^ 4:r Cf -..• Description and Remarks

1.9 1.5

5.6 7.0

91.6 _
-
- -.
, ...

SM Silty SAND: fine-grained, yellowish-brown, moist,
loose to medium dense FILL

93.2 I--
_
-
-
.../.
,•-,.i.t'.

SM Silty SAND: fine-grained, yellowish-brown, moist,
loose, finely micaceous, few thin silt -layers

ALLUVIUM

3.6 12.8 111.3 ,- 10
-
- -
-
- 15 --•
- -
-
- 20 -
- -
-
_ -...
- 25 •-r.
- -
-
-
-
- 30 -
-
- -
ML Sandy SILT: yellowish-brown, moist, soft to firm
N-10
•`'7:1
,
---
SM Silty SAND: fine-grained, brown, moist, medium
dense
@ 16 feet, lighter colored and less silty, micaceous

0. 17 feet, brown again
--(d. 18 feet, layers of Sandy SILT — —
---• ML ... -- (0. 20 feet, more dense, oist
a 25 feet, slightly Clayey, medium dense
@ 30-34 feet, finer-grained and lighter colored

9.2 N-20

14.1 6.5

5.8 118.3
110.8
.
.
.
.z..,.•;,::
- -
I_1
__j__
) —
a 34 feet, Clayey, Sandy SILT: very moist to
\ saturated
--,-
35 •_ML • --0-• . ,_
SP
• •
': '
.•
. ••
: ...
. .
.. .
• • .
.•....
-
N-46

20.4 2.9 101.5
• .
_ _
- -•
_
_ _
- 40 -;.
_ -
_
-
_ _
SAND: fine- to medium-grained, yellowish-brown, •
slightly moist to moist, medium dense-to dense

0. 36 feet, becomes light yellowish-gray and slightly
moist, dense
(a. 40 feet, still light yellowish-gray and slightly
moist and dense
g N. G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Anaheim Corporate Center
Project No.:
5416-04
Figure No.:
13-2.1
— 50
-- 55
0 LOG OF BORING
Drill Rig:

BK-81
Boring Diameter: Boring Number
8 inches
Boring Elevation.

16.* feet
Date Drilled:
11/21/97 GDH
Th., log is a representation of subsurface conditions at the time and plata of drilling With the passage of !Imo cu as Any Other fOCalkin there may be Consequenifai Changes in conditions. B-1 SAMPLE
Cd
0 Cts..• "7? 'Z' 4'. iii
ee 0.i. e4 4 1 /4. •.,.. Q....7-0
-1.44 A sr) q- Qe 43-4.24, 4-4- ci-", •ii,")
6th
Description and Remarks
SM
SM \@ 96 feet, Silty SAND: fine-grained, yellowish-brown, very moist, medium dense ALLUVIUM
48 feet, becomes Clayey, Silty SAND: very moist to
saturated, medium dense, brown
(4 50 feet, medium dense and saturated
OLDER ALLUVIUM?
CL Sandy Silty CLAY: strong brown (17YR-4/6to 7YR
4/4), very moist, firm
0-LnF.R ALLUVIUM
/@ 58 feet, becomes Sandy, Clayey SILT: very moist,
firm

OLDER ALLUVIUM

6.8 18.8 1107.8
Bottom of boring at 61 feet.

Notes:
1) Perched ground water level at 48 feet.
2) No caving.
3) Boring backfilled.
* - Standard Penetration Test with N-Value
^
N-24 a 95.5 feet, thin layer of Clayey SILT: very moist, soft

ALLUVIUM
N-24

11.3 16.5 118.1
G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Anaheim Corporate Center
Project No.:
5416-04
Figure_No.:

B-2.2
- 15 -
- 20 -
- 25
30 — 35 —
_
- 40 -
SKI
SP
SP

LOG OF BORING
Boring Elevation:
170± feet
Drill Rig: Boring Diameter:

BK-81 8 inches
Date Drilled:
11/21/97 GDH
This lop is a representation of subsurface conditions at the time arid place of OriKing With the Passage or t•me m el hey pine' teelitOn Mere Tay b• consequential changes in condiliaos.

Baring Number
B-2
Description and Remarks
Silty SAND: fine-grained, yellowish-brown, moist,
loose, rootlets to 2 feet, mottled
@ 3 feet, lighter colored and slightly moist layer
FILL
SAND: fine- to medium-grained, light brown, slightly
moist, loose, few angular pebbles FILL

4.3 N-14
Ca
SM

7.5 88.0
SP

7.5 6.1
N-17

13.1 N-39

12.7 .N-1 R

13.4 2.9

1.6 1.2

2.2 9.0.T
101.3
112.1
a 7 feet, becomes Silty, still slightly moist and
mottled and small rootlets and pockets of sand
@ 10.5 feet, Sand layer FILL?
Silty SAND: fine-grained, light yellowish-brown,
slightly moist, loose to medium dense
a 16 feet, thin layer of moist, dark gray-brown Clayey

SILT ALLUVIUM
AND: fine- to medium-grained, dry to slightly moist,
loose to medium dense, light yellow-brown to light
yellow-gray, slightly Silty
a 20 feet, medium dense, dry to slightly moist sand
• 25 feet, pebbly sand layer to 26 feet
a 26 feet, becomes yellowish-brown, slightly moist
to moist and fine-grained
@ 30 feet, fine SAND: light yellowish-gray, slightly
moist, medium dense
• 34 feet, becomes moist
IAND: medium- to coarse-grained, light yellow-brown
to light yellowish-gray, saturated to wet, medium
dense
@ 40 feet, medium- to coarse-grained, wet SAND
Cannot drill below approximately 45 feet; wet sand
filling lead auger ALLUVIUM
2 ..i ottom of boring at 45 feet.
(Notes:
1) Perched ground water at 40 feet.
) Caved to 34 feet.
3) Boring backfilled.
101.5

98.4 102.2
Anaheim Corporate-Center
Project Figure No.:
5416-04
Standard Penetration Test
with N-Values
G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, Call' ornia B-3 .16
Date Drilled:
11/21/97 2D1-1
SAMPLE

LOG OF BORING
Boring Elevation:
171± feet
Boring Diameter: Boring Number
8 inches
Drill Rig:

BK-81
e."'ek 0 k,
4i1CP k av
This log is a represenlahon at subsurlace car-Wilsons al She lime and place Of Chilling With the passage al bele or al any other locatIon IIWM may be consequential changes In Conditianl.

Description and Remarks
B-3
I-
'7.1

4.3 N-16

13.1 N-32

12.0 -13

1.9 7.3

2.9 1.7
404.0
116.1
106.9
109.4
5 -
10 -
-
15 -
20 25 -
•
• p
•
.•.••
. .
•
•
•••••• :
.
• . •
..•
.
—
. .
•
• :
• .•
• •
. .
.
•
. .
•
. .
. •
•
• •
• •
SP
ML
SM
V - 35 -
1 .7 5.6 106.4
- 40
Silty SAND: fine-grained, yellowish-brown, moist,
loose, rootlets FILL
SAND: fine- to medium-grained, light yellowisti-brown
dry, loose to medium dense
@ 5 feet, fine-grained
• 7 feet, fine- to medium-grained, slightly moist,
medium dense
@ 10 feet, light yellowish-gray, fine- to mediumgrained, slightly moist and loose to medium dense, some dark laminations at 11 feet
O 15 feet, some medium to coarse layers, slightly
moist, medium dense
g 20 feet, fine- to medium-grained, medium dense

0. 21 feet, medium- to coarse-grained and moist,
medium dense to dense, light yellow-brown with
few subangular pebbles
@ 25 feet, medium- to coarse-grained, pebbly SAND
slightly moist to moist
O 30 feet, medium to coarse SAND, moist
@ 31 feet, 6 inch layer of very moist, soft Clayey
SILT
Silty SAND: fine- to medium-grained, yellowishbrown, moist to very moist, medium dense @ 34.5-35.5 feet, wet
• 35.5 feet, fine-grained, light yellowish-gray SAND:
slilghtly moist to moist and medium dense
Bottom of boring at 36 feet.

Notes:
1) Seepage at 35 feet (slight).
2) No caving.
3) Boring backfilled.
* - Standard Penetration Test with N-Values
G.A. NICOLL & ASSOCIATES,1NC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Anaheim Corporate Center
Project No.: 'Figure No.:
5416-04 B-4

LOG OF BORING
Drill Rig:

BK-81
Boring Diameter: Boring Number
8 inches
Boring Elevation:
166.51 feet
Date Drilled 13-4
I
11/24/97 •GD
SAMPLE .1..
,„`u•S 41. to . cr. A-To -,1". A •Ir CI tr (") i'3 A, •,.. • -1 ii-.% 4'. 4? 41- -'.. *1 k . ". 4 ' 41 q 41
Qlc sz Q 2' to , to cr, A.. ti• 0'4* o -.4 0 I Q. -k• Q 4

6.1 17.8 107.3
Description and Remarks
Silty SAND: fine-grained, brown, moist, loose to
medium dense, Sandy SILT layer at 3 feet
FILL
This leg .3 a repreyentation of eubsuriaCe COMIlfron1 at the lime and place of drilling With the pagsage of Wet or Cl any olner localion there may be conseouenlial changes in COAddions.

13.8 109.5
10 12.5 107.1 15 -
Silty SAND: fine-grained, yellowish-brown, moist,
loose to medium dense
@ 5 feet, 6 inch layer yellow-gray SAND FILL
a 6 to 7.5 feet, Sandy SILT: brown, rnoit, soft 12"
FILL?
@ 10 feet, becomes fine- to medium-grained and
less Silty; moist, loose
• 14 feet, becomes more Silty, very moist, loose
@ 15 feet, thin layer fine- to medium-grained SAND

15.5 feet, Sandy SILT: soft to firm
N-8

7.1 N-9

5.0 N-14 - 20 • 20 feet, moist, loose, fine- to medium-graine0.1 )rowr Silty SAND

ALLUVIUM

27.8 N-28
N-65

10.6 16.2

3.3 111.6
107.6
. • SP -SAND:
yellowish-brown to yellowish-gray, slightly moist,
medium dense to dense
@ 30 feet, 6 inch layer fine-grained and laminated
SAND
@ 31 feet, 4 inch medium to coarse layer
@ 35 feet, coarser with some coarse SAND, wet
medium dense to dense
@ 40 feet, medium to coarse-grained, wet, dense,
some subangular fine gravel

ALLUVIUM
25 -
- 30 -
- 35 -
- 40 -
_
G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Anaheim Corporate Center
Project No.: Figure No.:
5416-04 B-5.1
- 85

LOG OF BORING
Drill Rig:

BK-81 Boring Elevation. Boring Number
166.5± feet
Boring Diameter:
8 inches
Dale Drilled:
11 /24/97 GDH Tam log is a representation of subourlace conditions at the time and place ol [hieing. With 1he passage ot time or al en other location there may be consequential changes In Conditions. B-9 SAMPLE
Qao at 4 ' ' 4' •Z-.14`
Description and Remarks

4.7 34.5 86.4
N-20

5.0 22.2 106.1
N-9

2.6 19.5 107.1
N-34
—I-- 4.7 _17.4 11.6
N-75

6.1 20.7 108.6
—75
^
^
- 50
yr
^
- 55
- 60
- 65
—0- 70
— 80
• SP
SDI
@ 80 feet, interlayered Silty SAND: fine-grained, brown and Gravelly SAND: fine- to coarse-grained,
grayish-brown with Sandy CLAY: medium orangebrown, dense/stiff, very moist, non-porous; gravels sub-angular
@ 85 feet, Silty SAND: fine-grained and Silty Sandy
CLAY: brown, medium dense/medium stiff, nonporous, very moist @ 69 feet, soft to firm
75 feet, Clayey Sandy SILT layer:. brown, very moist
to saturated, soft to firm
@ 51 feet, becomes Sandy, Silty CLAY: strong brown
(7YR 4/4- 7YR 4/6) very moist, firm, some gray
mottling
@ 55 feet, more Sandy, less Clayey and soft; very
moist to saturated, yellow-brown
• 60 feet, still soft
@ 61 feet, thin (81
t) layer medium to coarse-grained,
Gravelly SAND
@ 61.6 feet, becomes less Sandy and more Clayey,
strong brown, firm, very moist
@ 65 feet, soft, very moist to saturated
Silty CLAY: brown, saturated, soft, some orange
laminations, few small carbon fragments, some
Clayey SILT LAYERS
a 50 feet, soft to firm
Silty SAND: fine-grained, brown, very moist,
medium dense

ALLUVIUM

OLDER ALLUVIUM
G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Anaheim Corporate Center
Prolect No.:
5416-04
Figure No.:

B-5.2

LOG OF BORING
rill Rig:

BK-81
Dale Drilled:
11/24/97 on
SAMPLE
Boring Diameter: Boring Elevation:
8 inches 166.5± feet
rho tog is a representation of subsurface condit,ons al the time end place of drilling With the passage of lime or al any Other location there rgy be consequential chanoes In conditions.

Boring Number
B-4
S lvi
N-41 ML
SE
SM
- 105-
- 110-
rDescription and Remarks
@ 90 feet, Sandy SILT: yellow-brown, very moist to
saturated, firm to stiff with 5 inch layer fine, wet
Silty SAND at 90.5 feet
@ 95 feet, layers of Sandy SILT and fine-grained
Silty SAND with thin gravelly sand layer

OLDER ALLUVIUM
Bottom of boring at 100 feet.

Notes:
1) Perched ground water encountered at 35 feet.
2) Water level in boring stabilized at 63 feet on
11/25/97.
3) '2" diameter PVC pipe placed in boring to 96 feet;
perforated from 70 to 90 feet.
4) Boring backfilled.
5) 'Some silt accumulation within pipe overnight.
* Standard Penetration Test with N-Value
\- 120 -
- 125 -
- 130-
-•••••16, _1
G.A • NICOLL & ASSOCIATES, INC.

EAR TH SCIENCE CONSULTANTS
Tust in, California
Anaheim Corporate Center
Project No.:
5416-04
Figure No.: B-5.3

LOG OF BORING
Boring Elevation:
171+ feet
Drill Rig: Boring Diameter: Boring Number
BK-81 8 inches
Date Drilled: B-5
11/25/97 0D11.:

This tog is a represenlation of subsurface conditions at tha time and Place or dOKIng Min IN/ passage of lemo or al any Mhos: location them may he consequential changes In conditions.

Description and Remarks
4 4
1 I

5.7 2.8
I
103.6
a
__I'
s
_ ,.7- ,
_ -\.
-
-
-
_
- -
- -
_
- 10 -
- ...
-
...
- -
- 15 -
- -
-
-
- -...•
- 20 —
- -
-
- -
- _
25 -.
- - •
-
- -•
-
,
- 30 -
_ _---.-
- -•.:
- _
- -
- 35 -a%ro
-
- .....
-
- -
- 40 —
—
- _
-
_
-
J
. 1
''. '
-
1 •.
;•••1
SM Silty SAND: fine- to medium-grained, brown to
yellowish-brown, moist, loose
FILL
.'.; .
......
•
.. - •
.- . :
. •
'.• •
- ., • .
••
. •
••
. -
. : .:
- - ..
. ..
•. '.•-.
• • • .
.....
.
•'....
••• • '
. •
• • : .
.•. . - ..
.
'
• . •
. . . '
. • . •
• .
' • •
. . ..
. .
• . .
'
• : •'
• ....'
..•
•• -
• • • •
• •. .
• -
•
• • -
• • -:
•
..7.
•..
• • .
..
, .
.
sp
-
i

93.8 101.5
110.8
N-31 ...-•-•
100.5 -
N-25
5 .4
N-17

8.9 N-38

17.6 N-47

10.6 2.4

3.7 2.0

1.7 M
SAND: medium- to coarse-grained, light yellowishbrown to yellowish-gray, dry to slightly moist, loose, pebbly, some layers of fine and fine- to mediumgrained SAND @ 10 feet, some fine laminated sand, loose, slightly
moist
@ 15 feet, thin gravelly sand layer, medium dense,
slightly moist
(4 20 feet, medium- to coarse-grained, medium dense
and slightly moist
@ 21 feet, 1 inch layer sand with carbon pieces,
dense
(a. 25 feet, medium- to coarse-grained, slightly
moist, dense, some thin pebbly layers
(a 30-31 feet, medium- to coarse-grained and medium
dense
@ 31-31.5 feet, mostly medium-grained and dense,
slightly moist
@ 35 feet, thin layer Gravelly SAND
@ 35.5-36.5 feet, fine- to medium-grained SAND:
slightly moist, medium dense to dense
@ 40-41 feet, light yellowish-brown, fine- to medium,
grained SAND, medium dense to dense
@ 41 feet, 1 inch layer SILT laminations
0 41-41.5 feet, light yellowish-gray and medium- to
coarse-grained, and more dense
I
1 I
a_
-*T.
1 11
* I
g N, G.A. NICOLL& ASSOCIATES, INC.

Anaheim Corporate Center
Project No.: 'Figure No.:
nal n-nA B-6.1

EARTH SCIENCE CONSULTANTS
Tustin. California

LOG OF BORING
1Drill Rig:

BK-81
Boring Diarpeter:
,...-_
8 inches ort .
ung Ea iy1t
± L eet
Boring Number.

Dale Drilled:

GDII
This log is • representation of subsuriace conditions at the time and place ol &Ming Wilt the passage ot time or at any other location there may tie consequential changeS in inntliliont B-5 A 111/25/97
SAMPLE
co ,t4,
eet.•
..9, 4,,
ce°
4,
6k-,-s,
. et. ...LT a 4.• Description and Remarks
eer AP ., 0,4-
I i. b L‘t) 97.9
. ••••'::: SP firm
i
L @ 45 feet, 6 inch layer Sandy SILT: wet, soft to

ALLUVIUM
_.....;
•:•;.:;.

Silty SAND: fine-grained, brown, medium •
dense, wet, some Sandy SILT layers
N-18 50 -41.4 @ 50 feet, fine-grained Silty SAND: saturated, loose .1
_
-
•
S (a 51 feet, layer of firm Sandy SILT
@ 55 feet, fine-grained Silty SAND: wet, loose to
medium dense

12.4 31.5 94.3 55 - ...,.!•::' (d. 55.8 feet, layer yellow -brown, laminated, stiff, . -‘,..
.,„:,•:-.,..
,'.. A.=
.i..".•••,:;):,
-t' very fine Sandy SILT, very moist to saturated

ALLUVIUM/OLDER ALLUVIUM
60 --.4.:LE;:•.--
N-10 Sandy Silty CLAY: brown to strong brown
(7 YR - 4/4 to 7 YR 4/6) very moist, firm to stiff,
some light and dark gray mottling
-
_ ---- (4 65 feet, Sandy Silty CLAY: firm, very moist to 6n ----- CL saturated 6.4 22.9 101.1
@ 66 feet, Slightly less Clayey and slightly more
--- Sandy and dark yellowish-brown (10 YR-4/6)
_
--=-
0 70 feet, Sandy Silty CLAY: firm, saturated
70 -- @ 70.5 feet, Clayey Sandy SILT: dark yellow-brown, N-19 very moist to saturated, soft to firm'
_

OLDER ALLUVIUM

17.6 13.2 123.9
,. ... SM Silty SAND: fine- to medium-grained, dark yellowish- ,
brown (10 YR - 4/4) very moist to saturated, dense
(a 50-51.5 feet, some isolated rounded pebbles,
1— 4.1—N-30
80 • :.:':: SP
slightly Clayey
@ 78.5 to 80 feet, medium dense to dense, Silty SAND
_
_
fine- to medium-grained, saturated, less Silty
@ 79.5 feet, thin pebbly layer (1")
OLDER_ ALLUVIUM
I
•
-
85 —
_
_
_
_
• Bottom of boring at 80 feet.

Notes:
1) Perched ground water encountered at 45 feet.
2) Caved to 25 feet when auger pulled.
3) Boring backfilled.
- Standard Penetration Test with N-Values
g I\
I
Anaheim
G.A. NICOLL& ASSOCIATES, INC.

Corporate Center

EARTH SCIENCE CONSULTANTS
Tustin, California
Project No.: 7
5416-04
Figure No.: B-6.2.
---
Drill Rig: Boring Diameter: Boring Elevation: Boring Number I3K-81 8 inches 164± feet
Date Drilled:

I 11/25/97
This fog is a representahon of subsurface Condihons at true time and olece of drinmg With the passage of ome or at any other 10C2li0A there may be consequential changes In conditions. B-6 .

5.0 2.6 97.1
Clayey, Sandy SILT: brown, wet, soft, some
laminations
i
ML
N-16

6.4 8.4 115.4
N-27

8.9 19.1 106.5
N-73

2.6 26.4 96.2
20 25
rv
15 -
•
•.=,:•
.e!
30 35
40 1.

Silly SAND: fine- to medium-grained, _
brown, slightly moist to moist, loose
e 15 feet, fine-grained and more Silty, moist, loose
@ 16 feet, layer of Clayey SILT; firm, mottled
@ 20 feet, fine-grained Silty SAND: brown, moist,
loose to medium dense, very Silty
/SAND: fine-grained, yellowish-brown, _
slightly moist, medium dense
O 26 feet, fine- to medium-grained, light yellowishgray, dry to slightly moist, medium dense @ 30 feet, fine- to medium-grained (predominantly
medium) moist, medium dense
@ 35 feet, coarser and wet and dense with few pebbles
Anaheim Corporate Center
Figure No.:

P35t 1 B-7.1 . 64264

LOG OF BORING
SAMPLE
Description and Remarks
Silty SAND: fine- to medium-grained, brown, slightly
moist to moist, loose FILL
SAND: fine- to medium-grained, light yellowish-brown,
slightly moist, medium dense
@ 6 feet, fine-grained and medium dense

6.8 3.7 94.0

8.5 4.4 100.3
e 10 feet, loose to medium dense, slightly moist ALLuviun

ALLUVIUM
G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, California
,... 0 4.-
Fte' -5...0 ,.C.JL1/4 io
eq c'e P41/4' -,D-.-
0 Q. 0 •... ,ir C., CI
I
SAMPLE
Date Drilled:
11/25/97 GDH
SP Gravelly SAND: medium- to coarse-grained, yellowbrown, moist, dense @ 78.5-79 feet, pebble sand, dense
@ 79-79.3 feet, fine SAND, dense
@ 79.3-80 feet, fine-to coarse Gravelly SAND: dense,
\ very moist OLDER ALLUVIUM
Bottom of boring at 80 feet.

Notes:
1) Perched ground water encountered at 35 feet.
2) Boring caved to 33 feet when auger pulled.
3) Boring backfilled.
* - Standard Penetration Test with N-Values
N-84 - 75
1•••
•
1-••
N-55 80
- 85 --
LOG OF BORING I Drill Rig:

BK-81
Boring Diameter:
8 inches Boring Elevation: 1641 feet Boring Number
TiuS 100 IS a representation 01 subsurface conditions at the time and place oi &NAG With the PaSSage 01 time or Cl any Other location tgare may be consequenlial chances In CrandiliOnl.

Description and Remarks
0342
41/4'- 4, 4, 0
Q 4
H-6
N-7 CL
1=-
50 -

23.2 16.2 122.7 sP
N-66 - 55 -
Silty CLAY: light to medium olive brown,
(2.5 Y-5/4 to 2.5Y 4/4) saturated, soft, some
orange and dark gray specks, laminated
(a 50-50.2 feet, Silty CLAY: soft

OLDER ALLUVIUM
Gravelly SAND: fine- to coarse-grained, strong brown
(7.5 YR 4/6), very moist to saturated, dense; fine,
subangular to subrounded gravel
@ 55 feet, more Gravelly, medium- to coarse-grained,
saturated, dense to very dense

5.4 26.6 98.3
• •
,a
• .
60 CL
—
Silty CLAY: dark yellowish-brown (10YR 4/4) saturated,
soft
N-15
▪ 65
..r
@ 65 feet, more Silty, soft, saturated, dark yellowishbrown O. 66 feet, layer of Clayey Sandy SILT

9.9 23.6 101.3 - 70 CL • 70 feet, layer of Sandy CLAY; approximately 6 inches then Silty CLAY below; very moist to saturated,
firm, dark yellow-brown
@ 75 feet, stiff Silty CLAY
G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Anaheim Corporate Center
Project No.:
5416-04
Figure No.:

B-7.2
- 10
•-•
ML
- 15
II Drill Rig:

Rotary Wash Mayherm 1000

LOG OF BORING
Boring Elevation:
170± feet
Boring Diameter:
4-7/8"
Boring Number
Date Drilled:
12/11/98 LL GDH
1Ik is a sepreleffillian Of StabSurfaCe Caed.liOnS al Ma lone and place of &Woflg. with the paV.age of Whet or al ley Other 10CaltOo Mete may be Conlaquardial Changes In condinons.

SAMPLE
B-7
Description and Remarks
Silty SAND and SAND with asphalt fragments,
slightly moist to moist, loose FILL
Sitly SAND: fine- to medium-grained, yellowishbrown, moist, loose ALLUVIUM Sandy SILT: yellowish-brown, moist, soft
N-12
Silty SAND: fine- to medium-grained,
brown, moist, loose
Sandy SILT: yellowish-brown, moist, soft
• • SP SAND: fine- to medium-grained, yellowish-brown,
. • dry to slightly moist, loose
• •
\N-15
- 20 ML Sandy SILT: yellowish-brown, moist, dense, soft ' SP
'N-62 25
- • •
SAND: fine- to medium-grained, yellowish-brown,
slightly moist to moist, medium dense to dense
(occasional thin Silt layers 0-31; some small
scattered pebbles
N-83
- _
— 30
7 - N-67
/Sandy Clayey SILT: yellowish-brown, moist, slightly
pliable
/Silty SAND: Silty SAND: fine- to medium-grained, moist ---f________--
Bottom of boring at 41.5 feet.

Notes:
1) No caving.
2) Boring back filled.
*Standard Penetration Test with N-Value
N-56 — 40
SIN1
G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin. California
Anaheim Corporate Center
Project No.: Figure No.:
5416-04 B-8
Date Drilled:
• I 2/11/98 LL/GDH
SAMPLE
FILL
ML
Sandy SILT: yellowish-brown, dry to slightly moist
@ 15-20 feet, intermittent thin Clayey SILT

ALLUVIUM
ML Clayey SILT: yellowish-brown, slightly moist, dense
• t
Drill Rig:

Rotary Wash Mayherm 1000

LOG OF BORING
Boring Diameter: Boring Elevation:
169± feet
Th.s Ing is a reptesenh*On Of SUbsurfaCe conditions al the Wen and Mae' at &Him° WIh the Passage 'at 1,10.D or at any elher lecahon Mete may he conseguenlial changes In conddlons.

Boring Number
B-8

4.4'.52 .z.t.) 0 4•.t. Q
Q 4-•
4 •
v
Lirip
cr(Sja#
14i
C9 Cy al
Description and Remarks
SW Silty SAND to Sandy SILT: slightly moist, loose
MI
10 N-20
N-15
- 15
- 20
N-18
N-2
25 - 30
- 35
SP
N-63
NR NR
N-40
1:40
SAND: fine- to medium-grained, light yellowishbrown, slightly moist to moist, dense 34 feet, Sand becomes coarse to very coarse,
arkosic, abundant pebbles
ci
7 N-80
N-73
Clayey to Silty SAND: yellowish-brown, moist

ALLUVIUM
G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin. Calif ornia
Anaheim Corporate Center
Project No.:
5416-04 I
FigureNo.:
13-9.1
Hes log i3 a represenlabee of subsurface condiiions at I'm Time and place of Og B-8 iliaeg With 'he passage of Isms or al any elect 10Calean Mara may be cenequential Chancel In tond•tions.

LOG OF BORING
'Drill Rig:

Rotary Wash Mayherm 1000 4-7/8"
Boring Elevation: •
169± feet
Description and Remarks
Silty, Sandy CLAY: yellowish-orange-brown, moist,
moderately pliable, firm
Dale Drilled:

I
2/11/98 LL GDH
SAMPLV
- 50 —
N-19
N-18 - 55

OLDER ALLUVIUM
Clayey, Sandy SILT: orange-brown, moist, slightly
pliable to pliable, firm to stiff
ML
N-49 OLDER ALLUVIUM - 60
Bottom of boring at 61.5 feet.

Notes:
-65 — 1) Perched ground water at 27 feet.
2) Caving at 27 feet.
3) Boring back filled.
* Standard Penetration Test with N-Value
- 70 - NR-No Recovery
.1
- 75 -
- 80 -
- 85 —
G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Anaheim Corporate Center
Project No.:
5416-04
Figure No.: B-9.2
Daring Diameter: Bering Number
SP • • •
. . . .
• - •
. • . •
. •
• . * •
SM
SP
- 10
- 15 -
- 20
- 25 -
_
- 30 -
_
— 35
5-
40 Silty SAND: fine- to coarse-grained, yellowish-brown, moist, dense ALLUVIUM
Bottom of boring at 36.5 feet.

Notes:
1) Ground water at 24 feet.
2) No caving.
3) Boring backfilled.
* Standard Penetration Test with N-Value

LOG OF BORING
Drill Rig,
Rotary Wash Mayherm 1000
Dale Drilled:
2/11/98 LL/GDH
Boring Elevation:
169.5± feet
Th., lop IS a represenfaltOn Of subsurface condkhohs al Ire Tone and place of drill,ng NAM the Ilaaae at bale Of is any °Sher toCilh011 'here 'nay be eposequenlial changes In cond.tions.

Boring Diameter:
4-7/8"
Boring Number
B-9
Descriplion and Remarks
N-90
SM
ML
15 feet, occasional small pebbles
@ 27 feet, Sandstone has frequent pebbles

ALLUVIUM
SAND: fine, micaceous, yellowish-brown, moist,
dense
* N-13
1* N-28
N-31
N-42
N-30
N-45
Silty SAND and Sandy SILT: slightly moist, loose
FILL
SAND: fine- to medium-grained, light yellowish-brown,
dry to slightly moist
G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Anaheim Corporate Center
Project No.:
5416-04
Figure No.:

B-10

LOG OF BORING
I
Drill Rig:

Rotary Wash Mayherm 1000
Boring Diameter:
4-7/8"
Boring Elevation:
168.5± feet
Boring Number
Date Drilled:
2/12/98 LL GDR
th.s Ong is a reoresenitikon of subeerlece condthens at the tune and place, 01 OnNog With the Passage of I.me Of II any other location there fray 1m Consequential changes In COnd.i.0113- B-10
I \
SAmPLE
r.t S.t-'
ra-41/ 4. 4:21/4,-,0 :!' 4,
e4 o_*-- 4'4- 4,4.- Description and Remarks
ii"-' er Q .1"' .).4.• y
I - ML ..€. S Silty SAND and Sandy SILT: slightly moist, loose ..---. FILL
5 --
•
N-11
N-21 10- =
...
.

SM Silty SAND: fine- to medium-grained, yellowishbrown, slightly moist to moist, loose •
-
-..r.A

ALLUVIUM
- 15 N-19 ML Sandy SILT: yellowish-brown, moist, soft
I
•
25 •
— 20 --,
-
-
-
30 ---•-,-
-J.?'
I
I
SM
Silty SAND: fine- to medium-grained, yellowishbrown, loose to medium dense @ 24 feet, coarser grains with occasional pebbles
--
--L- Mil Clayey Sandy SILT: yellowish-brown, moist
I
* N-36
-
' JS
Silty SAND: fine- to coarse-grained
I
- 35
_,
Clayey, Sandy SILT: yellowish-brown, moist
-_(..i..,; _
Clayey Silty SAND: fine- to medium-grained,
yellowish-brown, moist
1 ALLUVIUM
ML of at N-34 - 40= ----__
Bottom boring 41.5 feet.
e c
,!_•.'•'; S Notes:
-
-
_
1) Ground water at 27 feet.
2) No caving. 3) Boring backfilled.
* Standard Penetration Test with N-Value
•
E G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Anaheim Corporate Center
•
Project No
5416-04
Figure No.:

B-11
I
1 I
II
I
I
•
•

LOG OF BORING
I
Drill Rig:

Rotary Wash Mayherm 1000
Boring Diameter:
4-7/8"
Boring Elevation:
-1:65.5± feet
Boring Number
Dale Drilled:

LUG till
This ii,i3 is a reprelentalton of subserlace aenchuens at the 1.me ai-41 Mace et drollIng ri,th ma ..„. 0i hrne of at any Whet loSation Iowa may be consaquactlial changeS In conclitmna. 13-11
t2/12/98
SAMPLE

4.4 d* -e• 41 /4 .
.4, 4..q 4.
.1". a E &.p' 4?-4-ce .<z- .

A .. Ci k c4." 46 4) -37 EP,f`'-k---- 4' et' 69.4- 4'
Description and Remarks
et"-• 4,:' 0 E. 44, q i: , -- 473 '..) q
I
S M / Silty SAND and Sandy SILT: slightly moist, loose
FILL
5 N-15 _,--- ML Sandy SILT: yellowish-brown, moist, soft

ALLUVIUM
10 ,
;;,:.
,.... •
Silty SAND: fine- to medium-grained, yellowishbrown, moist, loose N-16 •
_ 15 2r,
,-.
s
* lq -1 3
•
I
- 20
-,
-
-
- 25 -
-
3n _ -3..
....:.
•
•
-
O. 30 feet, dense
N-79 -
-
.;
--..-.
- 35 --(' Clayey Sandy SILT: yellowish-brown, moist, firm to stiff ALLVUIUM
• Bottom of boring at 41.5 feet.
*J_44
- 4u --
n —
-
, J_ Notes:
• — 1) Ground water at 33 feet.
=-L.- 2) at
-
-
-
Caving 33 feet.
3) Boring baekfilled.
* Standard Penetration Test with N-Value
C N
I
Anaheim
G.A. NICOLL & ASSOCIATES, INC.

Corporate Center

EARTH SCIENCE CONSULTANTS
Tustin, California Project No.:
5416-04
Figure No.:

B-12

LOG OF BORING
Drill Rig: '
"- Rotary Wash
Boring Diameter: Boring Elevation:
5 inches 168± feet
Boring Number
BA-1 Date Drilled: .1
5/6/ 8 G H
This lap is a representation of subsurface conditions at the lime and place et Malmo Wpm the passage or lime of at any other !Taboo there May be Consequential Changes In Condition!.

SAMPLE A..

A 0,4..

Description and Remarks
_
_
-
.
,
-e.

SM Silty SAND : fine grained, brown, slightly moist to
moist, loose to medium dense
@ 3 feet, PVC pipe FILL
- 5 -::.
_
- 10 -:::/.....

I- 1-
•--
...SP
-...•...*:
.;:::..
..*•:::.:
• SAND: medium grained, light yellowish brown to yellow gray, slightly moist, loose
@ 6 feet, 6 inch layer Clayey SILT
.

ALLUVIUM
N 5
I N 8 Clayey, Sandy SILT: brown, moist, soft to firm _
- —
ML
SAND: medium grained, light yellow gray, slightly
moist, loose ALLUVIUM
• - 0-
N 11 - is :.••••-•• SP
- ML
Sandy SILT: brown, moist, firm, some mottling, some
thin Clayey SILT with SAND layers
_
-
_ 20 _,..,;.:,?.,.....
_ .- .T.)
-
--"1"=7-- .4.041,-•:;
....
'

7. •
Silty SAND: fine grained, brown, moist, medium dense,
some thin sand layers
sm

7.5 12.4 106.3
SAND: fine to medium grained, light yellow gray,
moist, dense, some fine and coarse layers

0. 25 feet, dense to very dense
(4 30 feet, fine to medium sand, dense to very dense
@ 33 feet, becomes coarser, slightly pebbly and less
dense
0 35 feet, dense, medium to coarse and few pebbles
@ 37 to 39 feet, some thin silt layers
sp
.
_ _.......
- 25 -r.-;.:
- _i::;::
- -*:::••••::
30 -
j..........
-
_ --'..:•'I.
_ 35 _,::;::*::..1
_
_ -i.1:.'..:
-
—L
•.
..
...?1,•..
::::•.•:-.
.;.*..
::,.....:::

11...:'..•
....-
.:-:...'..: _•
113.8
N 98 -
•

40.8 N 32

16.6 a
171'
Sandy SILT: brown, moist, firm to stiff, some thin
sand and silty clay layers
@ 43 feet, stiff and more sandy
Sample not recovered
NR

99.0 14.2

31.3 NR

26.2 p
- 40 --___-_ ML
c---
g N. G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Arena Corporate Center
Anaheim, CA
-
Proiect No.:
5416-04.2
Figure No.:

B 13.1
-
LOG OF BORING •
Drill Rig:

Rotary Wash
Boring Diameter:
5 inches
Boring Elevation-. .
168± feet
I Boring Number
Dale Drilled:
5/6/98 GDH
This tog is A represenialion of subsurface condiVens at the lime and place of drilling With the passage of lime el al any one( location Mem may be tonSequenlial thampt5 In conditions.

BA-1
SAMPLE
i, A..
'4 4- A• V ti" As. V 0 rt Q k 4" 0%. 0 474
-
'
Description and Remarks
4/ 4 °, Ceii .-. •-)
'Z' 41 441 4° y Gt rge
* N 19 ---__= ML @ 45 to 45.6 feet, Sandy SILT: soft to firm 50-=
-
- 55-----
- 60 -
103.1 Clayey,
___CL

16.4 \ Silty CLAY: greenish brown, very moist, soft, some ._r - --. \orange inclusions . ALLUVIUM
Silty CLAY: strong brown (7.5 YR 4/4 to 4/6), very
moist, firm to stiff, slightly sandy

OLDER ALLUVIUM
i 12.9 _
109.9
NR
97 21.8

18.7 NR
ML
Sandy SILT: dark yellowish brown (10YR 4/4),
very moist, soft to firm
@ 58 feet, more sandy
@ 60 feet, less sandy; still clayey, sandy silt, very
moist to saturated, soft to firm (10YR 4/4)
@ 65 feet, Clayey, Sandy SILT: 10YR 4/4, very moist
to saturated, firm
(4 70 feet, Clayey Sandy SILT
@ 70.5 feet, becomes Sandy SILT: more firm, saturated
a 75 feet, more Clayey (Sandy CLAY), firm

0. 78 feet, becomes sandy
•

OLD ALLUVIUM
—
=--1- N 19
- ,-,
---_-.

1... 65 — ---,

12.9 —
-
- 70 -.---
_
N 28
-
=
- 75 0.6 —
--.
-- __—
-fi
- 8O_ J
SM Silty SAND: fine grained, dark yellowish brown
(10YR 4/4) saturated, dense
@ 81 feet, less Silty and 3 inch layer of pebbly sand
(dark gray pebbles)

OLD ALLUVIUM
N 69
Sandy, Clayey SILT: dark yellowish brown, very moist
to saturated, some light grayish yellow carbnate
inclusions, stiff
* No Recovery
* Sample disturbed by sand.catcher

20.0 108.2
101.C. .
-- --1--=. ML
-=-

13.8 _.----. .=_
,—=-,,- -
L E GA. NICOLL & ASSOCIATES, INC.

Arena Corporate Center
Anaheim, CA

EARTH SCIENCE CONSULTANTS
Tustin, California
Project No.:
5416-04.2
Figure No.:

B 13.2
1 LOG OF BORING
,
Drill Rig:

Rotary Wash
Boring Diarneler:
• 5 inches -.

Boring Elevation:
168± feet
Boring Number
BA-1 Dale GDH efl:
w .
log tO iS a represenlaln io 01 subsurface coth ndons stifle lune and place Cl dnIhng With MS passage ol lime or at any other tocatiorf mare may be Consequeniia$ changes in conditions.

SAmPLE to
:k. 0j,
477 .<"
4-"-- • ti,"' tf 4-'' 'T. 1'44 4°4.' 44 444 c> 44 4' Av tf -.43' *3 494"- c4 4(k4 Description and Remarks
''' 'Z' -1'. 4t.' jirt 05)4•
i N 29 - _j
- . -
-
• -
- - -
. ..

SM
MI
@ 90 feet, Silty SAND and Sandy SILT: brown,
saturated, medium dense to dense

OLD ALLUVIUM
- 95 -;-.::-.:
1- -;:'!:....:
- "
— —r.:,
::Ii:
—'-- 100
. *$'...:
;
.:
'.7.
',..•-..::
• ''
........,
SF' Gravelly SAND: medium to coarse grained, yellowish
brown with dark gray fine gravel, saturated to wet,
dense
0 95 feet,

8.7 134.1 I49.8
N 20e
6 -
- -',..o, g _ ,
_
-1046°:: - 105 -
_
jtor
- -40:**:
_ -41°08
- 110 --<1,136.
- -13:4741:1
-
-
- -.D*0
Ig.kg

1... 0.
.3.0 cic,
.. ao. ?ow*
g
roCiii
oe gri
ettl 00:4
,I N 1
.*„..
4,°041
3004
°° -41
GP
•
Sandy GRAVEL: fine to medium grained, dark
yellowish to grayish brown, saturated, dense to very
dense; lost water circulation at 100 feet
@ 110 feet, very dense Sandy gravel
@ 115 feet, very difficult drilling and drilling
terminated
. OLDER ALLUVIUM \
I N 19
•
— 115
- -
- _
_ _
,-. 120-
- -
- -
- _
- 125 -
-
- -
- -
- -
- 130-
- -
- -
- -
- -
Bottom of boring at 115 feet.

Note:
1) Ground water at 33 feet.
2) Difficult drilling at 100 to 115 feet.
3) Boring grouted.
* Standard Penetration Test with N Values
NR No Recovery .
g E\
G.A. NICOLL & ASSOCIATES, INC.

Arena Corporate Center
Anaheim, California

EARTH SCIENCE CONSULTANTS
Tustin, California
Project No.:
5416-04.2
Figure No.:

B 13.3
.
1 LOG OF BORING
Drill Rig: .

Rotary Waili
Baring Diameter:
5 inches
Boring Elevation:
169 feet
'Boring Number -\
BA-2 Date Drilled: • A
r
6/8/98 , LL/ 'DH
Th45 10g li a reoteserilalion of subsurface conditions si the tone and place 01 drithrta With the passage 01 1111,11 or al any oil: location theta may be consequential changes in conditions.

A
SAMPLE au
C3 iJ .•/.

Description and Remarks
• 4.-t-• 4-7 Q et: 4,`, .P4,4' ,Q ,9., ,.., ,...k)g
i _ r N6 ,
—
-
-
-
-
- -
-
- 10 •-•••.•
-
- -..:.:::
- -'••••••:-
-
- 15 . ..----- =_
_
-- 20
-
- -••••...•
-
_
-
\- 25 —•••••:.%
-
_,.....•.;.,
- ../.••:••
-
_::.::•,•••••
-loose
•
SM Silty SAND: fine grained, light brown, slightly moist, FILL

11.5 17.5 103.5
:
•••••••
• • • - - •-•
....

SAND: fine to coarse grained, light yellowish brown,
slightly moist, medium dense to dense, occasional
pebbles '

ALLUVIUM
sp
I
Sandy SILT: brown, moist, medium firm

ALLUVIUM

8.4 18.7 102.0
.,
- ML --_-3
1 I
-:::::

L---_-=
:••••.*.
•••••'.
.•.••. .."."
-...•.••••
•:•:•:::
-.I..:
::i:::
•,•:.•....
.•.;.;•-•
SAND: fine to medium grained; light yellowish brown,
slightly moist, medium dense to dense, occasinal
coarse grains
Q. 24 feet, perched water
Q. 25.5 feet, Sandy SILT layers
SP
103.2
119.0

17.4 16.1

20.9 13.7
1----
1 Silty SAND: fine to medium grained, brown, wet, dense .

SM - 30
-
-
-

34.9 ,
I 20.5 105.8
SAND: fine to medium grained, light brown, wet, dense
occasional coarse grained layers
Q 40 feet, very dense
_
35 ....*•:•::
--
-
-
-
- _
- 40 —•
-
- .,...•••
-
.....
•• •
....::. :,
.•.,
••••••••• •:-....:
.......,
....
::.,....
•°::::

SP
118.6
115.6

26.4 49.3

12.1 14.0
_ ,
i
g N G.A. NICOLL & ASSOCIATES, INC.

Arena Corporate Center
Anaheim, California
-

EARTH SCIENCE CONSULTANTS
Tustin, California
Project No.:
5416-04.2
Figure No.:

B 14.1
I.

LOG .OF BORING
Drill Rig:
.. Rotary Wash
Boring Diameter:
5 inches
Boring Elevation:
169 feet
Boring Number
Dale Drilled: BA-2
6/8/98 LL
inIs log .3 a regrasanlalion of subsurface Cond.t.ons al the tima and pface of drilling With Sha passage of Ione or a3 any other to cation Mare m a y be consequential changes in condil.ons.

SAMPLE
A. ct- 0.-
• 43 4- 4- '• :,,e 4 $. - .13-
Description and Remarks
• $.•,,,. cj,-,0 44- V j..<" 4f,2 g 4,, 44 ---:` .4' -re ct &I1 N 74

38.5 11.9 121.7
- _::...
- -\:::•••••••
- -
- -.1*.•:-:i
- 50--;•':'-%
- --•:::.:
-
-
-
-
-.::•:
....... •••••SP
•••••••
.:•••:

Elfifi• .• • •
@ 45 feet, very dense ALLUVIUM
SAND: coarse grained, light yellow, wet, dense to
very dense
@ 52 feet, gravel

ALLUVIUM

13.8 18.6 108.7
- -----
_
Silty Sandy CLAY: brown, damp, firm, occasional
gravel and pebble sized grains

OLDER ALLUVIUM
_ 55_,CL
---

14.2 17.1 115.3
-
- 60 --=•-•
Silty CLAY: strong brown, damp, firm to stiff,
occasional coarse sand grains
—L
—
CL Silty Sandy CLAY: strong brown, damp, firm
N 18
-
-
-
- 88
-
--=
—
*
106.7
=CL
Silty CLAY: strong brown, damp, soft :) firm;
occasionally very thin Sandy CLAY layers

7.0 22.7
-
- 70—
-
-
-
I-
-
-
- 80 -r
Silty SAND: very fine to fine grained, strong brown,
damp, dense

LDER ALLUVIUM

13.8 * N70

19.2 110.6
1 .,
-,., t..

SM
of boring at 81 feet.

Note
1) Perched ground water at 23 feet.
2) No caving.
3) Boring backfilled.
* Standard Penetration Test with N Value
•
- -
, _
_ -
- 85 .•1
- -
- -
- -
-
0 IN
GA. NICOLL & ASSOCIATES, INC.

Arena Corporate Center
Anaheim, California
Project No.:
5416-04.2
Figure No.:

B 14.2

EARTH SCIENCE CONSULTANTS
Tustin, California

LOG OF BORING
.

Drill Rig: Rotary Wash BtInng D
g7191gies
Boring Elevation:
t
Borifig Number
...

Dargii)9eciii GDH
Th., log is a representation of subsurface conchio lns at t he time and place al drilling. with the passage of lime Of al any Diner location there may be ConSetpuenbal ChanCleS In COnthtion 2. ' A BA-3
SAMPLE 4 IsP 4, ca
Description and Remarks
--s.
-
, sm
• Silty SAND: fine to medium grained
FILL
- -- ML Sandy SILT: brown, moist to very moist, soft
_
N 9 _
_ -
_I_
_ _.
@ 10.5 feet, thin layer of aavelly SAND: firm and
- 10 -
very moist
I 9.3 11.5 112.2
_ - a 15 feet, very moist, sSancly SILT
- 15 -----___. 7.0 21.9 131.6 _
_
-
,

ALLUVIUM
- 20 - .

SM
, Silty SAND: fine to medium grained, brown, very 6.6 13.3 116.9 - [ 4 moist, loose to medium dense
-
-
g

4. :;•. ;:

ALLUVIUM
- 25 -:• •• fine brown, 11.5 12.9 117.2
-
SAND: to medium grained, yellowish
._
- -....•.

L.
.... 30 -
:ii.,
---- • ...•.
:f--*.
sp moist, medium dense; some thin pebbly and silt
layers present
-T13.8 18.9 105.0
- •
•::-.-•
_
-
_,:::::.:.3
I.- 35 -::•::.:
-....-
......
@ 35 feet, medium to coarse grained and dense to
very dense with thin pebbly layer
? 2.8 15.9 115.6
-
--:::.--1.•
-
'' •-•.
-•::::
•.• ••.
•••••
• •• •
• • •• • '• .T_
,
-_ Sandy SILT: brown, very moist, firm
1 20 . _ —
- M @ 41 feet, thin layer of Clayey SILT
- -
_ .---_-
g I\
G.A. NICOLL & ASSOCIATES, INC.

Arena Corporate Center
Anaheim, California

EARTH SCIENCE CONSULTANTS
Tustin, California
Project No.: 5416-04.2
Figure No.: B 15.1 ;

LOG OF BORING
Drill Rig:

Rotary Wash
Boring Diameter:

5. inches
Boring Elevation:
167± feet
Boring Number
Date Drilled: BA-3
6/18/98 H
Trim toe 15 a eaftlesentation of Subsurface conditions al the lime and Mace ol drilling With Ihe passage dr time Or at any other location there may be conaequential Changes In conditiOni.

SAMPLE
rft &
'`.4 ot •CL
Description and Remarks

9.3 8.4

35.0 86.6 Soft to firm Sandy Clayey SILT: saturated
(4 50 feet, Sandy SILT ALLUVIUM
_
-
,-=--:ML
----
:-•_=--_,
-
-
_
-
- 50 ----=-
- 15.9 117.6 Sandy Clayey SILT: strong brown (7.5 YR 4/4), very moist firm OLDER ALLUVIUM
- -:- -.=4--
_
_ ML
Sandy Silty CLAY: strong brown, very moist, stiff
ca. 55 feet, stiff

OLDER ALLUVIUM

9.3 19.8 109.9
-
_
_ 55__ -- ,L
_
—
L •-__
-
- •
60 - -
-----.

Clayey SAND: fine to medium grained, brown,
saturated, medium dense to dense
•.. OLDER ALLUVIUM

9.3 19.3 115.3
-
- •-ws
i
,.,.
wo, *
M SC
N 14f
-.
- -:::::
- 65 --:*:-
- --%::
:':.

SP Gravelly SAND: medium to coarse grained, brown,
saturated, dense; fine, dark gray gravel; some sandy
gravel layers OLDER ALLUVIUM _

17.4 15.1 119.3
-
-
- 70 -
-
_
-.
..
'
Silty SAND: fine grained, dark yellowish brown, very
.moist to saturated, dense; some pebbly layers
0 74 feet, gravelly layer

OLDER ALLUVIUM
/Clayey, Sandy SILT: brown, firm

OLDER ALLUVIUM
N30 '

12.9 16.5
- 75 -----.
_--m•--- .- Silty CLAY: dark yellowish brown to strong brown, very moist, firm, some yellow gray carbonate nodules
\ @ 77 feet, stiff
. OLDER ALLUVIUM
-

17.7 107.0 =- -- -L
-
I- _ _.---__,_-,

18.7 79.3 L
-..-
-
-=_-_ -- -1
-3 Sandy CLAY: dark yellow brown to strong brown,
very moist, stiff, some carbonate nodules

OLDER ALLUVIUM
- 80 - C.L-- ---
- - - =_=
r-
- i i
- -- 7_-
Sandy SILT: brown, very moist to saturated, very stiff

OLDER ALLUVIUM
• _ -----
8 -- 5 --
.--.

N 64 __
- — SAND: medium to coarse grained, saturated,
dense
NILJGravelly
-
_J'aca. -7 -ocrVa.c
9:1TaGeG P
g L G.A. NICOLL& ASSOCIATES, INC.

Arena Corporate Center
Anaheim, California

EARTH SCIENCE CONSULTANTS
Tustin, California
Project No.:
5416-04.2
Figure No.: B 15.2

LOG OF BORING
Drill Rig:

Rotary Wash
Boring Diameter:
5 inches
Boring Elevation:
167± feet
Boring Number
Date Drilled: BA-3
6/8/98 GDH
Thrs log is a representation Of subsurface cOnditions lithe 1,04 and place ol [Pining. won the passage of tem or at any other boohoo there rnay be consequential Changes in conditions.

SAMPLE .t. 4- A..

Description and Remarks
(KA.. ce,. z3 Q-!-,,, 4.-43 4- il 4 ,..1, 42•7_,...),4t, 0 -. 4:-ae o .7 co Q- -••Ci(c41 erct 0;4--
- 9D
- 100
,
-4
— I 0 5 ---,VI:9,
-
-•-eocaerci
-\.......
-4-::.::
sp 0 92 feet, Gravelly SAND

OLDER ALLUVIUM
-lea
,
_?poec ..2.:(4 .
20:
..):,03S:
—0::%e000
-"Aro
-1;0:
-SS*
;,-. 0 g a
:

0.% .
ti 1:
i ..„ . 0.040
0'0. 3% ,..o rr:
0::: re
o 000
co Lc
07,c0:7:
0°
We§
Gfo °
a °Goa° Sandy G P GRAVEL: fine to medium gravel and medium to coarse sand; gravel is mostly dark gray, very dense
-

OLDER ALLUVIUM
_
-
r- 115-
-
_
_
- 120 -
-
-
-
-
— 125 -
-
-
- i
- 130-
-
-
-
- 2)
.-.

Bottom of boring at 112 feet.

Note:
1) Ground water level at 38 feet.

Difficult drilling at 93 to 112 feet.
3) Boring grouted.
•
g N
G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Arena Corporate Center
Anaheim, California
Project No.:
5416-04.2
Figure No.:

B 15.3 —
I.

1. 1
LOG OF BORING .

Drill Rig:

Rotary Wash
Boring Diameter:
5 inches
Boring Elevation:
. 168.5 inches ..

Boring Number
Date !Drilled: BA-4
6/9/98
Th,s tag is a represeolallon ol Subsertace Comilla:1ns al the 1.me and place of WON Wills the, passage ol bine or at Ifly other location there May be eonsequerthal changes In eCteetheat, sAmPLE 4t/
et A. A-• Ca A. - 4, —
Description and Remarks -
e4-• 45' cr.T c;}-e.e) Ap- ,,,,:c7,,4,4.
_
-
-
- -1.
•
i
sm
SM
Silty SAND: fine grained FILL
SAND: fine grained, brown, moist, loose
ALLUVIIJR1

4.8 15.8 104.9 - 5 -
_.,___
I
SAND: fine, to medium grained, light yellowish brown,
dry to slightly moist, loose to medium dense;
occasional thin Silty SAND layers

6.6 6.9 117.9
o-
- --•:-....
- -:i:::
-10 -•:::•
-
-...•.%
_........
.... .
:•:•.
.0..:::
..•;;•
SP
4 8

14.2 ... 13 3

14.4 106 9
107.3
- is -:.5-::.;-iA
-
_
-
- 20 -
-
S Silty SAND: fine grained, brown, slightly moist, loose to medium dense, very silty
a 19 feet, becomes dense and less silty
Sandy SILT: brown, moist, medium stiff, very sandy

9.7 13.1 117.8
--- : ML
25 •-..
_
-
—
-
-
- - 30
- ---
-
- -
-
:ff:i: Silty SAND: fine grained, brown, moist, medium dense •:::: .4-••
SP
1 12.4 91-R 1011
Sandy SILT: brown, moist, medium stiff;.very fine
sand, slightly clayey
--
-- L
SAND: fine to medium grained, light yellowish brown,
slightly moist, dense .• ...•
•;.al.,

22.8 19.0 107.3 SP
35 _
-.
_
.

Clayey SILT: brown, moist, stiff
—\...

9.3 p_. 40 ...,_ — ML
-
_
_
Silty SAND: fine grained, light yellowish brown, moist, medium dense SM 36:4 93.0
g N,
G.A. NICOLL & ASSOCIATES, 1NC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Arena Corporate Center
Anaheim, California -
Project No.:
5416-04.2
Figure No.:

B 16.1 -----.1

LOG OF BORING
Drill Rig:

Rotary Wash
Boring Diampter:
5 inches
Boring Elevation:
168.51 feet
Boring Number
Date Drilled:

R /9 /9 LT. GDH
Tins tog is a representation ot subsurface Conditions at the hete Ong place al Willing. tehlh the passage el thbe of al any other tocal.on there Tnay be COnSequarilial Changes in cm-realises.

BA-4

SAMPLE Q,
Description and Remarks

11.1 / U9.9 ML Sandy SILT: brown, very moist, firm to stiff e 48 feet, Clayey

ALLUVIUM
--
_ _____
- .=.

12.4 20.7 107.2 - 50
-
_
f':' SM Silty SAND: fine grained, brown, very moist to
saturated, medium dense to dense, some thin clayey
layers ALLUVIUM

5.7 38.6 84.5
Silty CLAY: dark yellowish brown, soft to firm,
saturated, some orange mottling

OLDER ALLUVIUM
---'CL
_ 55 -E.- ____
--
_ —__
_
-
60 9.7

22.8 20.1 108.0 Sandy Silty CLAY: strong brown, very moist, stiff; few scattered, flat, dark gray pebbles
-
@ 69 feet, more Sandy

OLDER ALLUVIUM
-
_ CL
- _.-
-
65 _
- -:.-.:-.
.- •
•:.:.:
.

12.6 124.6 ,,....
ar
105.1 r 6.6 22.0
Gravelly SAND: fine to coarse grained, saturated,
dark yellow brown

OLDER ALLUVIUM
- CL
- 70 ,-,
Sandy Silty CLAY: strong brown, very moist, firm
---,... OLDER ALLUVIUM
.._
-
- 75 -
_
_ ..'•::::•.--:
.
••••:':
•:*•••, ,...•::
••••e
•••••
....-
-
. Gravelly SAND: medium to coarse erained, sfiturntPd,
dense

OLDER ALLUVIUM
Sandy Silty CLAY: strong brown, very moist to
saturated, stiff - e 82 feet, thin gravelly layer
N 39 OLDER ALLVUIUM
- 80 -,CL
____
i -- -
Clayey Sandy SILT: dark yellow brown, very moist,
stiff
OLDEThALLUVIUM
-
-

40.8 4.1 115.1
, - 85
- -1-
_
_ _/
--ML
-.
•••••::
.....
....
------ SAND: fine to medium grained, yellowish brown,
saturated, dense to very dense -
g N.

G.A. NICOLL & ASSOCIATES, INC.

EARTH SCIENCE CONSULTANTS
Tustin, California
Arena Corporate Center •
Anaheim, California
Project No.: 5416-04.2
Figure No.: B 16:2

LOG OF BORING
..

Drill Rig:
- - - Rotary Wash
Boring Diameter:
5 inches
Boring Elevation:
168.5± feet
Boring Number
Date Drilled:
' 6/9/98 GT)
This loci is a representation of subsurface COnditiOnS al She lifne and place or drilling With lho paesa ge Of lime et al an y Other loCaliee Item rho, be Ceneelverilial Charer3 le C011teerie. ri I
BA-4
SAMPLE to
4 $P47,- 4- 29 4'. A- k•-•
Description and Remarks
4-
** 18.3 NR NR _
- -.....
_
_
- 95 —
_
'-. sr' 0. 92 to 93.5 feet, some thin, stiff CLAY and pebbly layers

OLDER ALLUVIUM
Silty SAND: fine to medium grained, dark yellowish
brown, saturated, dense; some gravel layers
97 feet, 3 inch stiff clay layer

OLDER ALLUVIUM
110.4 _
-
,
- ' :,
..."
t;•:i•tel.-,.

SM
I 13.8 21.9
Sandy GRAVEL: fine to medium grained gravel,
flark yellowish brown, sand and mostly dark gray
gravel, saturated, very dense
101 feet, 2 3/8inch rock in sample
@ 110 feet, large cobble
@ 112 feet, medium coarse sand and fine to medium
gravel; very dense
@ 114 feet, thn, stiff CLAY layer
@ 119 feet, very dense, fine to coarse, sandy gravel

OLDER ALLUVIUM

81.3 90.3
N 24
NR
NR
NR
NR
,-
_ -W.%
- 100 —*i.e.°
-
_Rocii
- '010°0
- -Aro'.
— 105 —c:0°.,0
-
-
-
_
- 110 -,1:06.44i
- .-Cg
-
- -1:10:71:1
- 115 4:452,°4
- "14'0U
- -.6e2064
—
...
•
ag:;.1
, 120
-........„,
- gV4 12,%41
-,Q....0,,
—V,
-Zeir
y41
)00.000.
gag

1.4 100 - 0 0 g
Vi
.,..-....1
ocio.:0,i
.., g
,.... 8:A
g 6.:. g
.000,1
0008:1
De g
g „e sI4
*1 GP
* I *
.

Bottom of boring at 120 feet.

Note:
1) Perched ground water level at 45 feet.
2) Boring grouted. .
* Standard Penetration Test
NR No Recovery .
•
-
_
-
-
- -
- -
- 125-
- -
- -
- -
- -
- 130-
- -
- -
- -
,- -
g 1\ G.A. NICOLL & ASSOCIATES, INC.

Arena Corporate Center
Anaheim-, California
EARTH SCIENCE CONSULTANTS Proje
Tustin, California
ct_Nia
-U4
.: . 541 6 .2 Figure No.: B 16.3
1 LOG OF BORING
Drill Rig:

Rell-nry Wctqh
Boring Diameter:
5 inches
Boring Elevation:
166.5± feet
Boring.Number
-
Date Drilled:
6/10198 98 GDH
Trii, togis a represeniaoton or subsurface conditions at Me lime and place of grilling With lhe passage of lime or al any Med location Mere may be consequential changes In conditions.

BA-5
SAMPLE
c0. isjt IQ
‘:

Ct-kDescription and Remarks
eti Ct-
' CP l''' Ci 0 4-t-ij " ce • qki ")
_,-
—f"
_
-,
••;:1:......-.4 • •,
sm Silty SAND: fine grained, yellow brown, slightly
moist, loose FILL
105 9 5 --•:1
-
10 -ri.
-
....;
*5!'
•:. •
•
••
.

Y
,..
„..,
SM Silty SAND: fine to medium grained, brown, moist,
loose to medium dense, some thin clayey silt layers
'
@ 10 feet, less silty and more sandy and medium
dense, moist,

ALLUVIUM
4 8
N 20
... 17 9
*
Sandy SILT: brown, moist, soft
(d. 16 feet, Clayey SILT layer N 10 15 .-Li ML
—=
Silty SAND: fine grained, brown, moist and loose to
medium dense ALLUVIUM SP
20 .../-
25 -
-
-
-,..--,,-
.••:': •:.•,•:...
•',•;.v:.i.
,..,
...:.
„
.:
;•:•• t
'
..•
...-,.=
SAND: fine to medium grained, slightly moist,
yellowish gray, dense
-.\ ALLUVIUM
SM
SP
N 52
98 4
N 41
21 4 ...
•
24 2
Silty SAND: fine grained, yellow brown, slightly
moist to moist, dense
@ 26 feet, more sandy, still fine grained
@ 30 feet, stiff fine grained, dense

ALLUVIUM
-rSAND: fine to medium grained, light yellow gray,
slightly moist, dense
ALLUVIUM •—n,
SP
ML
103.2
40 35 -,!:::•:
-•••
-.7 ,-.
..•.
.....
;-=_.

16.9 21.5

8.4 28.7 86.1
Clayey Sandy SILT: brown, very moist to saturated,
firm
a 41 feet, more Clayey
@ 44 feet, becomes more Clayey
* Partial Recovery
--- _=-_ -
-
- -..-m
jj
g N
GA. NICOLL & ASSOCIATES, INC. .

EARTH SCIENCE CONSULTANTS
Tustin, California
Arena Corporate Center
Anaheim, California
Project No.: 5416-04.2
Figure No.: B 17.1

LOG-OF BORING
Drill Rig:

Rotary Wash
Boring Diameter: • 5 inches
Boring Elevation:
166.5 feet
Boring Number
Date Drilled:
6/10/98 GDH
This log is a representation of subsurface conditions at the lirne and place ol drilling. With the pi g e oitime is, el any other location there rnay be consequential changes IT conditions.

BA-5
sAmPLE
-a. rt. A..

Description and RemarkS

12.4 33.6 91.4 -
zCL
@ 45 feet, Sandy Clayey SILT: firm

ALLUVIUM
-
- TEEML —

17.4 _
Silty CLAY: dark yellowish brown, moist, stiff
OLDER ALLUVIUM?
- _
-

16.6 115.0
50 -
-
CL
Sandy, Silty CLAY: strong brown to reddish brown,
very moist, stiff to very stiff; few scattered, dark
gray pebbles

OLDER ALLUVIUM
-
ii
-
- —
- 55
-
-
-...----
N110

16.0 - 60 -,.....•-•
- -'::
-
-....•
-
-
-.....:.:
- 65 -
- -..
- -
r -
- 70
—
....•.00
- -
-
_,,,,,,,,,,,
- -
- 75 -1.9,800.;
_a000.7.
•:•'
••:-.‘SP
: 1
....
• • 4,4
.-•*.Ti
• '..4,,,
:• ..gi g
.../%1 '.... •0°4}
i i :I 0
S
•:?.134 •••°:''o
•Ie
...r6o
4Ra!
I
*
''' -..0
Gravelly SAND: medium to coarse grained, dark
yellowish brown, saturated, dense to very dense;
fine to medium gravel, mostly dark gray; some
sandy gravel layers
@ 66 feet, gravel layer
O. 68 feet, gravel layer
@ 74.5 feet, thin layer, strong brown, Sandy Silty
CLAY
a 75 feet Sand GRAVEL: dense , Y
0 76 feet, medium grained SAND: dense

OLDER ALLUVIUM
Sandy Silty CLAY: strong brown, very moist, stiff
to very stiff

OLDER ALLUVIUM

16.5 - --.
- .- - .7 CL
- 80 •
- —
- -:'.•.•:-.
- -fi:.il.:
- 85 --:.::::
- --:::•::-
- -1•••.::'•
-..,
....;
SAND: fine to medium grained, some gravelly and
silty layers
@ 84 feet, gravel layer
@ 89 feet, thin Clayey SILT layer
sp
G.A. NICOLL & ASSOCIATES, INC.

Arena Corporate Center
Anaheim, California

EARTH SCIENCE CONSULTANTS
TOStin. California
Project No.: I Figure No.:
5416-04.2 B 17,2
1 LOG OF BORING •
Drill Rig: Rotary Wash Boring Diameter: 5 inches Boring Elevation:
166.51 feet
Boring Number
Date Drilled: 6/1.0/98 GDH This tog is a representalion of subsurface conditions at the Prim and place at diilting With the passage of lene er at any other localion there may be consequenitat changes in conditions. BA-5 A. SAMPLE
6,
...
.
- co 45-4-• S.3 ---

4., Q94". 4-•
v Description and Remarks
.47-$ ( 4%x 44. -J• q- A' 4.' 4, 4 A- Ca Q. cl vr
._
-Y•:-...
...4
.
•
spi
CL
a 93 feet, layer of Sandy, Silty CLAY

OLDER ALLUVIUM
- 95 -
- :s
SM Silty SAND: medium to coarse grained, some
gravelly layers
-Miltit—
oo g (to
@ 96.5 feet, layer of Sandy CLAY
- 100 -,;70,47,
. • i
105 -"2"`
....Nel.0000
-,...00.1
.1:000
e30.0aC
r 04-00,
4,??,7g )300:1.,`
fi 12°: 3
OCITO 0 0.4
GP Sandy GRAVEL: fine to medium gravel, saturated,
dense to very dense; mostly dark gray gravel; some
layers of Gravelly SAND present

OLDER ALLUVIUM
.
-
-
-
- 110-
-
-
_
-
- 115 -
-
_
-
-
-120-,
-
-
-
-
- 125-
-
-
-
-
- 130-
-
-
-
-
-------/-
Bottom of boring at 105 feet.

Note:
1) Perched ground water level at 34 feet.
2) Boring grouted.
* Standard Penetration Test with N Value
NR No Recovery
g N
G.A. NICOLL & ASSOCIATES, INC.

Arena Corporate Center
.Anaheim, California

EARTH SCIENCE CONSULTANTS
Tustin, California
Project No.:
5416-04.2
Figure No.:

B17-3

LOG OF TEST PITS
Surface Elevation:

Pit Orientation:

Pit Dimensions
k
Groundwater Depth:

Samples
1 .ci
a
CO
168± feet
N to S
3x15x10'
None encountered
Logged By: GDY1
Date: 6/8/98
Equipment' Backhoe
Description and Remarks =
1FP-
•V•
06 0 E
Mtn
Test Pit Number
T-1
rLt10
5 12.2

15.9 16.0
100.7

99.4 9 7.5
SM Silty SAND: fine to medium grained, yellowish brown, slightly moist to moist, loose, some plastic FILL
SP SAND: fine to medium grained, yellowish brown, slightly moist, loose, some plastic pipe FILL
SP
ML
SAND: fine to medium grained, light yellow gray, slightly \ moist, loose ALLUVIUM
Clayey, Sandy SILT: brown, very moist to saturated, soft, moderately porous
@ 8 feet, becomes Sandy SILT and less soft and less moisture (moist) ALLUVIUM
Bottom of pit at 10 feet. Note:
1) Some caving at 0 to 5 feet.
2) Pit backfilled and tamped.
—15 —
Surface Elevation:

Pit Orientation t
Pit Dimensionst
Groundwater Depth:
168± feet
N to S
3x8xT
None Encountered
Logged By GDH
Date: 6/8/98
Equipment Backhoe
Test pit Number
T-2
SM
SP
5 Silty SAND: fine to medium grained, brown, slightly moist, loose, cobble layer at 1.8 feet FILL
SAND: fine to medium grained, light grayish yellow, slightly moist, loose, well stratified

ALLUVIUM
Bottom of pit at 5 feet. Note:
1) No caving.
2) Pit backfilled and tamped.
— 10-
-15—
G. A. NICOLL & ASSOCIATES
EARTH SCIENCE CONSULTANTS [
Arena Corporate Center
A raheirn. CA
Dote l . July 1998
Project No:
5416-04.2
I Figure NoB 19
art BISHOP GRAPHIMACCUPRESS
W REORDER NO. 1,26643
&MOOS
Description and Remarks
0 - m
- .113
2 26.1

10.0 Arena Corporate Center Anaheim, California
Dote: July 1998
Project No:
5416-04.2
Figure No:

B20
G. A. NICOLL & ASSOCIATES

EARTH SCIENCE CONSULTANTS
Surface Elevation'
Pit Orientation'
Pit Dimensions:

Groundwater Depth'
167± feet
N to S
3x8x5'
None Encountered
Logged By: GOII
Dates 6/8/98
Equipment: Backhoe
Test Pit Number
T-3
Silty SAND: fine grained, yellowish brown, slightly moist, loose, SP
\some scattered plastic
SAND: fine to medium grained, light yellowish gray, slightly moist, loose, stratified

F ALLUVIUM
Bottom of pit at 5 feet. Note:
1) Some caving.
2) Pit backfilled and tamped.

I
5 FILL
Surface Elevation:

Pit Orientation
Pit Dimensions'
Groundwater Depth
165± feet
N to S
3x10x7'
None Encountered
Logged By' GDH
Doto: 6/8/98
Equipment : Backhoe
Test Pit Number
T-4
SM Silty SAND: fine to medium grained, yellowish brown, slightly SP \.moist, loose, rootlets FILL
SAND: fine to medium grained, light yellowish gray, slightly moist, loose, stratified

ALLUVIUM
101.5

88.0 _
sm Sandy SILT: brown, very moist to saturated, soft
MU
(a 6 feet, gtadVo very moist, Silty SAND ALLUVIUM
Bottom of pit at 7 feet. Note:
1) No caving.
2) Pit backfilIed and tamped.
11L--•-•
5 —
1 — 10 —
— 15 —
°
E

1.. .1
0 Lrl

12.2,3
=
0 n.
—10 --
-15 —

LOG OF TEST PITS
at BISHOP GRAPHICSIACCUPRESS
"el, REORDER NO. MESAS
+
—10 —
—10—

LOG OF TEST PITS
Surface Elevation;
Pit Orientation;
Pit Dimensions.

Groundwater Depth:
168± feet
N to S
3x8x5T
None Encountered
Logged Sy: .4DH
Date: 6/8/98
Equipment ; Eackhoe
Test Pit Number
T-5
Samples

1.w
dm+ Description and Remarks a2
.0
a
:9
o
ca
0 =
op
sn—
O.

CI
5 SM
MI
Silty SAND: fine grained, light yellowish brown, slightly moist, loose; some wire
\

0. 1 to 2 feet, more Sandy, plastic cable and roots
Bottom of pit at 5 feet. Note:
1) No caving.
2) Pit backfilled and tamped.

FILL
Sandy SILT: brown, very moist, soft, some 1 inch diameter roots, irregular contact
@ 3 feet, more sandy

ALLUVIUM
SAND: fine to medium grained, light yellowish gray, slightly moist, loose, stratitifed; a few small pebbles

ALLUVIUM
Surface Elevation`
Pit Orientation
Pit Dimensionst
Groundwater Depth:
170± feet
N to S
3x8x6i
None Encountered
Logged By:

Date'
Equipment
GDH
6/8/98
Backhoe
Test Pit Number
T-6
sm Silty SAND: fine to medium grained, light yellow brown, -..lightly moist, loose, roots, asphalt chunks FILL
1 5
• ..!::.•,-;•1
SP SAND: tine to medium grained, light yellowish brown, slightly ML\moist, loose, stratified ALLUVIUM
SM Sandy SILT: brown, very moist to saturated, soft, rootets, S P \ thin Clayey SILT layer
\ SAND: fine to medium grained, light yellow brown, slightly moist, loose ALLUVIUM
Silty SAND: fine to medium grained, brown, moist, loose - 15 -
1111.mimmommerim r
Bottom of pit at 6 feet. Note:
1) Some running sand at 5 to 6 feet.
2) Pit backfilled and tamped.

Arena Corporate Center
Anaheim, California
Date; July 1998
Project No:
5416-04.2
I Figure No:

B 21
G. A. NICOLL & ASSOCIATES

EARTH SCIENCE CONSULTANTS
ern BISHOP ORAPHICSSACCUPRESS
REORDeR NO. A2B4.1

LOG OF TEST PITS
Logged By! Test Pit Number
Date:

Equipment:
,GDII
6/8/98
Backhoe T-7
170± feet
N to S
3x10x7'
None Encountered
Surface Elevation;
Pit Orientation:

Pit Dimen4ons!
I
Groundwater Depth!
Samples'
Description and Remarks u—
:2 0
az,
es E
04a
11'8
Q.

SIt.4 Silty SAND: fine to medium grained, light yellowish brown, slightly moist, loose FILL
Silty SAND: fine to medium grained, yellow brown, slightly moist, loose, mottled 8" ACP irrigation pipe at 4.5 to 5.1 feet on south half of pit (trend NEW) TRENCH BACKFILIrsouth end

3.0 102.7
SP
5 MT
SM - 17.2 89.6
\ALLUVIUM-north end
\ Clayey SILT: brown, very moist, soft
ALL
—10 --
- 15 —
Silty SAND: fine to medium grained, yellowish brown, moist, loose

ALLUVIUM
Bottom of pit at 7 feet. Note:
1) Caving at 1 to 3 feet.
2) Pit backfilled and tamped.

Surface Elevation:

Pit Orientation
Pit Dimensions!
Groundwater Depth:
— 5 —
—10-.

L
— 15 —
Logged By!
Date:

Equipment :

G. A. NICOLL & ASSOCIATES

EARTH SCIENCE CONSULTANTS
Test Pit Number
Arena Corporate Center
• Apnheim. CIA
Date: July 1998
I
Project No: Figure No's 22
5416-04.z
art BISHOP GRAPH ICS IAOCUPRESS
'Er REORDER NO. A2S64.3
CPSJOHT!CZ
TPVUIFSO!DBMJGPSOJB!

HFPUFDIOJDBM
3112

BORING LOG LEGEND

SAMPLE TYPE GRAPHICAL
SYMBOL
SAMPLE
....

DESCRIPTION

AUGER SAMPLE COLLECTED FROM AUGER

CUTTINGS, NO FIELD MEASUREMENTS OF
SOIL STRENGTH. (DISTURBED)
CORE
ROCK CORE SAMPLE: TYPICALLY TAKEN
WITH A DIAMOND-TIPPED CORE BARREL.

TYPICALLY USED ONLY IN HIGHLY

CONSOLIDATED BEDROCK
GRAB J7A

SOIL SAMPLE TAKEN WITH NO
SPECIALIZED EQUIPMENT. SUCH AS FROM
STOCKPILE OR THE GROUND SURFACE.
(DISTURBED)
CS
CALIFORNIA SAMPLER: 2-1/2 INCH ID. SPLIT
BARREL SAMPLER. LINED WITH 1-INCH HIGH
BRASS RINGS. DRIVEN WITH SPT HAMMER.
(RELATIVELY UNDISTURBED)
NR NO RECOVERY: THE SAMPUNG ATTEMPT

DID NOT RESULT IN RECOVERY OF ANY
SIGNIFICANT SOIL OR ROCK MATERIAL_
SPT
STANDARD PENETRATION TEST: SAMPLER
IS A 1.4 INCH INSIDE 0/AMETER SPLIT
BARREL, DRIVEN 18 INCHES WITH THE SPT
HAMMER. (DISTURBED)
SH SHELBY TUBE: TAKEN WITH A THIN WALL
SAMPLE TUBE, PUSHED INTO THE nil
AND THEN EXTRACTED. (UNDISTURBED)
VANE
t.----f---1 VANE SHEAR TEST: SOIL STRENGTH
OBTAINED USING A 4 BLADED SHEAR
DEVICE. TYPICALLY USED IN SOFT
CLAYS-NO SAMPLE RECOVERED.
-----

COLUMN DESCRIPTIONS
Distance in feet below the ground surface
Sample Type as depicted above.

Number of blows required to advance the sampler 12 inches using a 140 lb hammer with a 30-inch drop. 50/3" indicates penetration refusal (>50 blows) at 3 inches. WH indicates that the weight of the hammer was sufficient to push the sampler 6 inches or more.

Approximate shear strength of a cohesive soil sample as measured by the pocket penetrometer.

Graphic soil symbol, as depicted on the following page.

Dry Density of an undisturbed or relatively undisturbed sample.

Moisture content of a soil sample, expressed as a percentage of the dry weight.

The moisture content above which a soil behaves as a liquid.

The moisture content above which a soil behaves as a plastic.

The percentage of material finer than the #200 standard sieve.

The shear strength of a cohesive soil sample, as measured in the unconfined state.

DEPTH:

SAMPLE:

BLOW COUNT:

POCKEN PEN.f
GRAPHIC LOG:

DRY DENSITY:

MOISTURE CONTENT:

LIQUID LIMIT:

PLASTIC LIMIT:

PASSING #200 SIEVE:

UNCONFINED SHEAR:
1 1

SOIL CLASSIFICATION CHART

MAJOR DIVISIONS
-

SYMBOLS TYPICAL

GRAPH LETTER DESCRIPTIONS
COARSE

GRAINED
SOILS
MORE THAN 50%

OF MATERIAL IS

LARGER THAN
NO. 200 SIEVE
SIZE
—
GRAVEL
AND
SOILS
MORE THAN 50%

OF COARSE
RETAINED ON NO.
4 SIEVE
CLEAN
GRAVELS II.
4,
bilk il
ill, ill 6. II
Gw WELL-GRADED GRAVELS, GRAVEL -

SAND MIXTURES, LITTLE OR NO
FINES

GRAVELLY
(LITTLE OR NO FINES) po
.130 .,
,,c:),
100000
•
30 DC GP

POORLY-GRADED GRAVELS,

GRAVEL- SAND MIXTURES, LITTLE

OR NO FINES

GRAVELS WITH
FINES
.;,0
a )
, 0
' lib
ti
•
11°
111 0
.a •
rmui
win

SILTY GRAVELS, GRAVEL - SAND -

SILT MIXTURES

FRACTION '
(APPRECIABLE

AMOUNT OF FINES)
4 r4+7,41,
WiefAir
4 ?"7
ir .0.#4,-#:417. CLAYEY GC GRAVELS. GRAVEL - SAND -

CLAY MIXTURES
SAND
AND
SANDY
SOILS
MORE THAN 50%

OF COARSE

FRACTION
PASSING ON NO.
4 SIEVE

CLEAN SANDS SW WELL-GRADED SANDS, GRAVELLY

SANDS, LITTLE OR NO FINES
•
(LITTLE OR NO FINES) : SP

POORLY-GRADED SANDS,

GRAVELLY SAND, LITTLE OR NO
FINES
FINES
SANDS WITH sm SILTY SANDS, SAND-SILT

MIXTURES
•
(APPRECIABLE

AMOUNT OF FINES) SC CLAYEY SANDS, SAND - CLAY

MIXTURES
FINE

GRAINED
SOILS
MORE THAN 50%

OF MATERIAL IS

SMALLER THAN
NO. 200 SIEVE
SIZE
SILTS
AND
CLAYS

INORGANIC SILTS AND VERY FINE
EY
mL.giNE aTIrCK FIVURSIT?R
DS
6RA

SILTS WITH SLIGHT PLASTICITY

LIQUID LIMIT
LESS THAN 50
-V
z
CL

INORGANIC CLAYS OF LOW TO
MEDIUM PLASTICITY . GRAVELLY

CLAYS, SANDY CLAYS, SILTY

CLAYS, LEAN CLAYS
_
- — — — - _ _ _ _
_ _ ,

01. IgirgAZ l T:FALNODWOAAGAN STI _ !TY
SILTS
AND
CLAYS
II
II
II II
mH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR

SILTY SOILS

LIQUID LIMIT
GREATER THAN 50
4 CH INORGANIC C LAYS OF HIGH

PLASTICITY

OH ORGANIC CLAYS OF MEDIUM TO

HIGH PLASTICITY, ORGANIC SILTS

HIGHLY ORGANIC SOILS

1.2. 1 I
!I
. .. ., ..

PT P EAT. HUMUS, SWAMP SOILS WITH

HIGH ORGANIC CONTENTS
NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS Southern California Geotechnical
• ' •••••••••• ,,•;.:Ts.-o41:]:=MMIT ,
BORING NO.

B-I
JQB NO.: 01G110 DRILLING DATE: 7/6/01 WATER DEPTH: Dry
PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 10.5' LOCATION: Anaheim, California LOGGED BY: Romeo Balbas READING TAKEN: at Completion IF

IELD RESULTS

GRAPHIC LOG I

DESCRIPTION
SURFACE ELEVATION: — MSL <
CI

LABORATORY RESULTS DRY DENS

COMMENTS
ITY
(PCF) MOISTURE CONTENT (%)
ci
5 1—
2 7171 PLASTIC
LIMIT
PASSING #200 SIEVE (%)

UNCONFINED

SHEAR (TSF) '

DEPTH (FEET)
W -I
a.
m
co BLOW COUNT POCKET PEN. (TS F)
10—H
•
'4
5 -H
H
A
X
19 16
21 28
33 20
,
.-. ,
- ,
....

Light Brown fine Sand, trace Silt, loose to medium dense - . damp
.
- _ some Slit at 3 to 4 feet - moist
•
86 82
89 93
95 5
13 25
8 11
7 _
_
•
.
, :.:
•
:• ',.••.\.
./• - Dark Gray fine Sandy Silt, some Clay. medium dense - moist to very moist
•\.. •
.
. Light Brown to Brown Silty fine Sand, medium dense - damp . - to moist
•,.
, • •,. ' -
•
...
-
....
.. Brown Silty fine Sand, medium dense - damp to moist
.1.
•
• '
-
- 15
;
h
3 q
L3
3 S
l'.
3 s
A
Boring Terminated at 15'
.

TEST BORING LOG PLATE B-I
1 Southern California Geotechnical BORING NO.

B-2
1 1
JOB NO.: 01G110
PROJECT: Arena Corporate
LOCATION: Anaheim, Ca
DRILLING DATE: 7/6/01 WATER DEPTH: Dry
Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 21' ilomia LOGGED BY: Romeo Balbas READING TAKEN: at Completion

FIELD RESULTS

GRAPHIC LOG

DESCRIPTION
SURFACE ELEVATION: - MSL

LABORATORY RESULTS
COMMENTS DRY DENSITY PCF) (MOISTURE CONTENT (%) LIQUID LIMIT PLASTIC LIMIT PASSING #200 SIEVE (%)

UNCONFINED SHEAR (TSF)

DEPTH (FEET)
SAMPLE BLOW COUNT POCKET PEN. (TSF)
5 -4
A
A
H
28 26
14 20
20 t5
•:.
:.:
,°`•
FILL: Light Brown fine to medium Sand, some Silt, loose - dry 92 94
96 99
99 5
21 14
8 4
4 11
_
.
.
_
_
•
.
,
Light Gray Brown fine Sand, trace Silt, loose to medium dense -damp
W
••• •• •0010
Dark Gray Brown Clayey Silt, little fine Sand, medium sfiff - . very moist
-
•\7,
% N.
:‘•
_ Dark Brown fine to medium Sand, some to little Silt, medium _ dense -moist
•
•
_
'
Light Brown fine Sand, some medium Sand, occasional fine Gravel, trace Silt, medium dense - damp to moist
.
-
-
-some Silt - moist at 19 to 20 feet
_
•
25 10
.
15 -
14 13
20 '
20 3
1 .;
3 i 0
Z D
i
;
3 J 0 .

Boring Terminated at 25'
TEST BORING LOG PLATE B-2
1 1
1 1
1 Southern California Geotechnical BORING NO.

B-3 1
1 1
1 JOB NO.: 01G110 DRILLING DATE: 7/5/01 WATER DEPTH: Dry PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 26.5' LOCATION: Anaheim, California LOGGED BY: Romeo Balbas READING TAKEN: 6 hours

FIELD RESULTS

GRAPHIC LOG
I

DESCRIPTION
SURFACE ELEVATION: — MSL

LABORATORY RESULTS

COMMENTS

DRY DENSITY (PCF)
, MO

SI TURE
CONTENT (%) LIQUID LIMIT
1 PLASTIC
,
LIMIT
PASSING #200 SIEVE (%) UNCONFINED SHEAR (TSF)

DEPTH (FEET) SAMPLE BLOW COUNT
POCKET PEN. (T
SF)
5 •
15 .X
H
H
H
H
X
17 15
'17
23 27
19 24

1.75 '
. .
..
• ,
POSSIBLE FILL: Light Brown fine Sand, little Silt, little 102
80 106
102
107
4 32
1 7
7 3
7 7
3 4
.
.
_
.
,
.
_
,
-
.
•
.
-
.
medium Sand, some Root/Rootlets, loose to medium dense - . dry to damp
' #0
Oi moist
Dark Brown Clayey Silt, little fine Sand, medium stiff - very -
•••••
••• .

Light Brown fine to coarse Sand, medium dense - dry _
Brown Silty fine Sand, trace Clay, medium dense - moist .
-
•:•.
•••••••
. .
. .
...::
. .
... ".*
...
•.••
e. •
• • •
•:•
:•:
.
.*:• •
...::
:
.
.
:
.
,
,
.
•
.
:
.
.

Brown to Dark Brown fine Sand, trace medium to coarse
Sand. trace Silt, medium dense - damp to moist .
_ _
"
-
_
-
20 -
,
•
.
i 25
i
i
).
?I
15 i
3 -3 .°
30—
X
.

X
—
28 36
•:"..;
: : :::
itlight Brown fine Sand, trace fine Gravel, medium
•
;•;•;•;
•;•;•;•_
• • • •
• • •
• • • •
• • •
%a .•
Brown fine Sand, little medium Sand, some Silt, medium
dense-damp
-
•
•
:::::::
• • •
. . . .
. . .
" • •
.... • • • ... •••• ...•••• ...
.•• .•.• • • •
. .
•.
. . . .
. . . • • • .
. . .

L.. • . .

Light Brown fine to medium Sand, dense - damp to moist
•
-
.
-
•
TEST BORING LOG PLATE B-3a
BORING NO.

B-3 Southern California Geotechnical
/ • .9'..Fef..P.,..!•:•:•:•• •
1 1
JOB NO.: 01G110 DRILLING DATE 715101 WATER DEPTH: Dry
PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 26.5' LOCATION: Anaheim, California LOGGED BY: Romeo Balbas READING TAKEN: 6 hours 1 FIELD RESULTS

GRAPHIC LOG
1 1 0 ,...„
in 0 CO 00 a
5 c 9 ro 0. —1 7
1:-., z

LABORATORY RESULTS

COMMENTS
D

EPTH (FEET)
SAMPLE
BLOW COUNT POCKET PEN. (rsF)

DRY DENSITY (PC F)

MOISTURE
CONTENT (%) LIQUID LIMIT
1 PLASTIC LIMIT
1 PASSING
#200SIEVE (%)

UNCONFINED SHEAR (TSF)
•
43 30
25 29
:.:
-;•
..
•.•
• •
•:•
• •
••.• ...",
•.•
...
...
...
•.•
••••
•.•
. .
.•.
.•.
,•• Brown to Light Brown fine to medium Sand, trace Silt, medium . . dense to dense - very moist to wet .
.
- groundwater encountered at 33 feet during drilling
'
•
• -
•
_7
• ..i• • •
• .i•
. ,
.
. ,
. 4P
• .i•
• .1
•
•
.
• ; .
. .
. •%. • .•\.
19 19
16 4
5 5
_
.
_
•
.
.
•
X
35 •
X
40 .
•
X
X
50 o
i
,
5 i
i
4 Boring Terminated at 50'
TEST BORING LOG PLATE B-3b
Southern California Geotechnical BORING NO.

B-4
1 I.
1 JOB NO.: 01G110 DRILLING DATE: 7/5/01 WATER DEPTH: Dry PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 12' LOCATION: Anaheim, California LOGGED BY: Romeo Balbas READING TAKEN: at Completion 1 FIELD RESULTSI

DESCRIPTION
SURFACE ELEVATION: - MSL

LABORATORY RESULTS

COMMENTS DRY DENSITY (PCF)
IMOI
STURE
CONTENT (%)

LIQUID LIMIT PLASTIC LIMIT PASSING
#200SIEVE (%)

UNCONFINED SHEAR (TSF)

DEPTH (FEET)
..i

SAMPLE BLOW COUNT
POCKET PEN. (1SF) GRAPHIC LOG
H 18
FILL: Light Brown Silly fine Sand, trace Clay clasts, loose to medium dense - dry
-
-
92 99
112
110
3 3
4 11
10 17
.
_
-
.

I
5 B
20 21
Light Gray Brown fine Sand, trace Silt, trace fine Gravel, • medium dense-damp
-4 26
23 Dark Brown Silty fine to medium Sand, little Clay, medium dense-moist
'
, 10
-
16 Brown Silty fine Sand, medium dense - damp to moist
15 -
i
:
;
P. )
'4
Z
9 5
3 5
., a
Boring Terminated at 15'
TEST BORING LOG PLATE B-4
Southern California Geotechnical BORING NO.

B-5
I.

JOB NO.: 01G110 DRILLING DATE: 715/01 WATER DEPTH: Dry
PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stern Auger CAVE DEPTH: 20' LOCATION: Anaheim, California LOGGED BY: Romeo Balbas READING TAKEN: at Completion

FIELD RESULTS

GRAPHIC LOG

DESCRIPTION
SURFACE ELEVATION: - MSL
1 LABORATORY RESULTS

COMMENTS

DRY DENSITY (PCF)
1 MOISTURE CONTENT (%)
1 LIQUID

LIMIT PLASTIC LIMIT
PASSING #200 SIEVE (%) UNCONFINED SHEAR (TSF)

DEPTH (FEET)
w ...1
a.
<
co
BLOW COUNT POCKET PEN. ( SF)
5 10
.
-H
----q
.X
H
A
q
15 20
22 25
25 18•••
1-:-- . ..
:•-:\.
..
• '
FILL: Light Brown Silty fine Sand, loose - dry
.
101
88 101
105
114
2 4
2 12
10 12
12 9
.
-
.
-
.
.
-
• •
. •
• •
: .

Light Brown fine Sand, trace medium to coarse Sand. medium . dense to loose -damp
•
_
- occasional coarse Sand and fine Gravel at 5 to 6 feet X-
/
/
..•
Dark Brown Silty fine to medium Sand, some Clay, trace
coarse Sand, medium dense - moist to very moist
•
;.;
-'•
•-.•
... .'.
.e.

Brown to Dark Brown fine to medium Sand, trace Silt, trace Clay, medium dense - moist .
.
.
16 •
Brown fine Sand, little medium Sand, some to little Silt, occasional Clayey Silt nodules, medium dense - moist
20 -
•
20 ;
:
i
t
>,
1/
i
2 a
5 i
5 4
Boring Terminated at 25'
-
TEST BORING LOG PLATE B-5
BORING NO.

B-6 Southern California Geotechnical
'"''''" • •
JOB NO.: 01G110
PROJECT: Arena Corporate
LOCATION: Anaheim, Ca
DRILLING DATE: 7/5/01 WATER DEPTH: Dry
Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 11.5' iromia LOGGED BY: Romeo Balbas READING TAKEN: at Completion

FIELD RESULTS

GRAPHIC LOG
1 DESCRIPTION
SURFACE ELEVATION: - MSL

LABORATORY RESULTS

COMMENTS
(7) z tu O —
re 0 0 0-
MOI
STURE
CONTENT (% LIQUID LIMIT PLASTIC LIMIT

PASSING
#200 SIEVE (%)
UNCO
NFINED

SHEAR (TSF)

DEPTH (FEET)
w

0. BLOW COU
NT
POCKET PEN. (TSF)
10 19
17 21
21 22
16 1.75

2.5 '
. Light Brown fine Sand, lithe to trace Silt, loose - dry -
.
86 89
100
92 108
4 25
6 23
9 7
.
.
._.
.
_
.

V
A.

Dark Brown Clayey fine Sand to fine Sandy Clay, medium stiff -very moist
-.. •
;•
Brown fine to medium Sand, little Silt, medium dense - damp _ to moist
-
77 • Dark Gray Brown Clayey Silt, some fine to medium Sand, slightly porous, medium stiff to stiff - very moist
-
,.
• dense
.• Red Brown Silly fine to medium Sand, little Clay, medium - moist .
-
.
.
• 1
"
---
"
tight Gray Brown Silty fine Sand, medium dense - damp to ,.':,. moist .
•
-
•
15 ;
3 D.
a
a
L
9 i
3 s
_. 0 _
Boring Terminated at 15'
I.
1 TEST BORING LOG PLATE B-6
1 Southern California Geotechnical BORING NO.

B-7
JOB NO.: 010110 DRILLING DATE: 7/5/01 WATER DEPTH: Dry
PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 18.5' LOCATION: Anaheim, California LOGGED BY: Romeo Babas READING TAKEN: at Completion

FIELD RESULTS

GRAPHIC LOG
I

DESCRIPTION
SURFACE ELEVATION: — MSL

LABORATORY RESULTS

COMMENTS
a z to 0_
›- Lire ci o eL
MOISTURE CONTENT (%) 1
LIQUID
LIMIT
0 p to •-•
5 0_ n•
l 'ASSING
#200 SIEVE (%)
UNCONFINED i SHEAR (TSF)

DEPTH (FEET) SAMPLE
BLOW COUNT POCKET PEN. (TSF)
5 1
10 •
15 •
•
.L X
B
H1
_Xr
20 - '
15 22
20 22
24 16
24 16 .

2.0 • ..,
'
FILL: Brown to Light Brown Silty fine Sand, trace medium Sand, medium dense - damp to moist
102
95 101
112
4 3
25 17
8 11
16 5
.
_
-
.
_
-
:.. ..
.: :.
. •
••••• ::

FILL: Light Brown fine to medium Sand, some coarse Sand . and fine Gravel, medium dense - damp
•
0A00
ro;,
OP
Gray Brown Clayey Silt, some fine Sand, medium stiff- very _ moist
'
•
.
..
'
Brown Silty fine Sand to fine Sandy Silt, medium dense - moist . to very moist
•
4 .

Brown Silty fine to medium Sand, trace coarse Sand, medium . dense-moist
-
.
... •
-
1 •
Medium Brown fine Sand, some Silt, medium dense - moist .
. ...
. •
•
..\.•
.•
•.
- -
"
• •
Brown fine Sandy Silt, little Clay, medium dense - moist to very moist ,
.. .
-
Light Brown fine Sand, medium dense - moist
i 25
-
a
..
1 0
Z
.2
5 5
_. n _
i Boring Terminated at 25
TEST BORING LOG PLATE B-7
•
BORING NO.

B-8 Southern California Geotechnicai
I.

JOB NO.: 01G110 DRILLING DATE: 7i5/01 WATER DEPTH: Dry
PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 7' LOCATION: Anaheim, California BY: Romeo Babas READING TAKEN: at Completion 1 -
LOGGED

FIELD RESULTS

GRAPHIC LOG

DESCRIPTION
SURFACE ELEVATION: — MSL

LABORATORY RESULTS

COMMENTS
r
-6
z til ci ,.....
>-u.
ti: 0 a LI
MOISTURE CONTENT (%) LIQUID LIMIT

PLASTIC
LIMIT

PASSING
#200 SIEVE (%)

UNCONFINED SHEAR (TSF)
DEPTH (FEET) SAMPLE BLOW COUNT POCKET PEN. (TSF)
10 5 _A
---W
H
14 04
M
' 1
17 23
31 18
•
....
' .%.
• .

Light Brown Silty fine Sand to fine Sandy Silt, loose to medium dense - moist
83 93
100
105
101
19 13
10 8
5 .
_.
.

No Sample
R ecovered
.
7 _
Light Brown to Brown fine Sand, title Silt, medium dense - . moist
'
•••
•.•
' -r
d•
Brown fine to medium Sand, little Silt, medium dense - moist _ Ece.;
:6:'['s
..•.: F.•._-_.
•;::• n
i:-.---.. .4...--• ie....tV:
.o.•
fetlo. .

Light Brown fine to coarse Sand, trace fine Gravel, medium . dense-damp
-
•
_ some coarse Gravel at 13 to 15 feet
. '
.X 21
15 .:
,
EI
Boring Terminated at 15'
TEST BORING LOG PLATE B-8
Southern California Geotechnical
' / we,
BORING NO.

B-9
JOB NO.: 01G110 DRILLING DATE: 7/5/01 WATER DEPTH: Dry
PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 20.5' LOCATION: Anaheim. California LOGGED BY: Romeo Balbas READING TAKEN: at Completion

FIELD RESULTS

GRAPHIC LOG
1 DESCRIPTION
SURFACE ELEVATION: — MSL

LABORATORY RESULTS
D

COMMENTS

RY DENSITY
(PCF)

MOISTURE
CONTENT (%)
_

LIQUID LIMIT PLASTIC LIMIT

IPASSING
#200 SIEVE
(%)
UNCONFINED i SHEAR (TSF)

DEPTH (FEET)
in
BLOW COUNT POCKET PEN. (TSF)
-10
20 13
14 16
20 30
15 24
26 e
•
•.: •.-
•:• *.•
::: ::

FILL: Light Brown fine to medium Sand, trace coarse Sand, loose to medium dense - damp to moist • 101
101
101
98 99
3 7
3 11
3 22
5 6
'
.
.
.
•
,
,
FILL: Brown fine Sand, some Silt, trace medium Sand, loose to medium dense - moist
:• • •
-.: . •
. .
.. • .

Light Brown fine to medium Sand, loose to medium dense - _ damp
. '
.- ,
Gray Brown fine Sand, some Silt, medium dense - moist to very moist
•
• •
•f:CS
i •-•:. .45:-
:
6••\04:.
-;•.-13;.:-
•;i:ii
'
•
)-•:•:-
Light Brown fine to medium Sand, occasional fine Gravel, medium dense - damp
.

Brown fine Sandy Silt, some Clay, medium dense - very moist •
::
•\•. \ .% .-%.
4:-
' r ' r
r
r
r
r
r
r
r
r
r
e
e
Light Brown fine Sand, trace medium sand. trace Silt, medium dense - damp to moist .
•
1 - -f
• .
-
-
.
25 I!
a
5 3
'S
-J
Boring Terminated at 25'
.

I.
1 TEST BORING LOG PLATE B-9
Southern California Geotechnical BORING NO.

B-10
I.

JOB NO.: 01G110 DRILLING DATE: 7/5/01 WATER DEPTH: Dry
PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 26' LOCATION: Anaheim, California LOGGED BY: Romeo Balbas READING TAKEN: at Completion

FIELD RESULTS

GRAPHIC LOG
cI rTI TTI
CI) 0
0 C5
ct)

LABORATORY RESULTS

COMMENTS

DEPTH (FEET) SAMPLE
BLOW COUNT POCKET PEN. (TS F)

DRY DENSITY
(PCF)
MOI
STURE
CONTENT (%)
0 51— 0 2
•=i 71
1 PLASTIC LIMIT
[

PASSING
#200 SIEVE (%)
°- Lau_ z to
it b
z
8 z i D Gil 1
19 21
21 35
22 i:::::::-
26•

1.75 ...
19 :::::::.
.
,

4. pOSSIBLE FILL: Light Brown fine Sand, little Silt, loose to 102
82 98
102
2 3
38 3
4 2
3 2 2
No Sample
Recovered
.
.
_
,
-
-
.
-
•
•
-
•
medium dense - dry
B
25 ; '
:
.
• Light Brown fine to medium Sand, medium dense - damp
.
96 .
f
77Dark Brown Silty Clay, little fine Sand, medium stiff - very moist -
i
5 ;•;•;•;.
•;•;•;•
• ... • •
....
• • • • •
•••••••
••••••
.•.•.•.-
...•••••••••.
....•::::::::
...•...f.:."
.•.•.•.
. .
...
••••- . .
.......
: .:....
;ff.:::
.•:•:•..
••:•:•:•
...*•:.::.::.
..•:•:•:
.•.•
:::
• •
. • . •
. . .
.•.•.•.
:::::::
:•:•:*:
:•:•:•:
. • •
•:•:•:•'
:•:•:•*
:::::::
• .. • • . . •.
.•..
. .
.......
. • .
. ..
. . .

Bruwn to Light Brown fine to medium Sand, trace coarse
Sand, medium dense - damp to moist
. ••
.
• •
•
-
'
-
.
. _
. • -
•
•
-
.
-
_
• .
.
• .
• •
. .
-
'
•
- some fine to coarse Gravel at 28 to 30 feet
. •
•
. -
-
.
. •
.
10-
•
.
'
15 -
'
.
-
20 -W
,X
r 1
X
•
'
.
25 X
i
1 i
i
i
.
.V
I \
50/5"
! 30
?
TEST BORING LOG PLATE B-10a
Southern California Geotechnical BORING NO.
• B-10 i?...Ryiiii:Iiii.T.iy:•:•:•!..!•7-1.•:•7-7,7,7:7.7 7 ' JOB NO.: 01G110 DRILLING DATE: 7/5/01 WATER DEPTH: Dry
PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 28' LOCATION: Anaheim, California LOGGED BY: Romeo Balbas READING TAKEN: at Completion

FIELD RESULTS

GRAPHIC LOG
0 C/) O 0 a

LABORATORY RESULTS

COMMENTS

DEPTH (FEET)
SAMPLE
BL

OW COUNT
u, 0_
IL — 0u00 a_ t.

DRY DENSITY (PCP) MOISTURE CONTENT (%) LIQUID LIMIT
r tot:
m 0_ D
PASSING #200 SIEVE (%)

UNCONFINED SHEAR (TSF)
:-: ,., Brown fine to medium Sand, trace Silt, medium dense to •
.:. ,- .. 4 dense-wet
.X 45
'./' - groundwater encountered at 34 feet during drilling 18 10
35 — •
. ../. _ _
.
.
' ir:. Light Brown fine to medium Sand, trace coarse Sand and fine . • ."
•6• :13 .

Gravel, medium dense to dense - wet
.X 37 ).: :•: 16 2
• • • • -
ne.:th
40 k•••:• .
;.—.0.: • '
' ..•.•
. .
• .•!.•:3 '
•X 24 ) :•:•:. 16 5 .
? .:4:Z;:._ ••• . . •
-
.
- 45
.
•;•.:Cl. .
i:•••:•
$•.•.. .
.
•
27 .i.•:6
•.• • 31 74
;• Brown fine Sandy Silt, some Clay, very stiff - wet
.X
./0
Boring Terminated at 50'
i
:
3 1
?i
i
i
15 5
5 TEST BORING LOG PLATE B-10b
1 Southern California Geotechnical BORING NO.

B-11
JOB NO.: 01G110 DRILLING DATE: 716101 WATER DEPTH: Dry
PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 21' LOCATION: Anaheim, California LOGGED BY: Romeo Babas READING TAKEN: at Completion

FIELD RESULTS

GRAPHIC LOG

DESCRIPTION
SURFACE ELEVATION: — MSL
r -LABORATORY RESULTS
g 2 2 0

DEPTH (
o
FEET)
SAMPLE

BLOW COU
NT
POCKET PEN. cis F)
DRY DENSITY (PCF) MOISTURE CONTENT (%) LIQUID LIMIT PLASTIC LIMIT PASSING #200 SIEVE (%) UNCONFINED SHEAR (TSF) 19 25
25 21
23 25
'." FILL: Light Brown fine to medium Sand, little Silt, loose - dry 102
93 107
98 109
2 4
7 3
7 4
3 2
,
,
_
_
_
.

H " .
• .
'
,.

Light Brown fine Sand, little Silt, medium dense - moist H
—
19 •
;-;
-;•
:.::.
.•;_
:-
:....

Dark Brown fine to medium Sand, trace coarse Sand, some _ Silt, medium dense - moist to very moist
.
5 -H
• •
Light Brown fine to medium Sand, trace coarse Sand and fine .

Gravel, medium dense to dense - damp to moist
•
- some Silt at 9 to 10 feet .
-
-
_
_
10 1
15 •
20—'
•
,
'
V
.V
; f\ 1 , 25
E
3 ? ) u
1 5
n
1 7
3 3
,
n
_
Boring Terminated at 25'
—
I.
1 1
1 TEST BORING LOG PLATE B-11
Southern California Geotechnical BORING NO.

B-12
1 JOB NO.: 01G110 DRIWNG DATE: 716/01 WATER DEPTH: Dry
PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 13' LOCATION: Anaheim, California LOGGED BY: Romeo Babas READING TAKEN: at Completion

FIELD RESULTS

GRAPHIC LOG I

DESCRIPTION
SURFACE ELEVATION: - MSL

LABORATORY RESULTS

COMMENTS

DEPTFI (FEET) SAMPLE

BLOW COUNT
POCKET PEN. (TSF)
I
DRY DENSITY PC ( F) MOISTURE CONTENT (%) LIQUID LIMIT

PLASTIC
LIMIT

PASSING
#200SIEVE(%)
UNCO
NFINED

SHEAR (TSF)
21 22
H
30 37•
•
.
:
;•• ,
d d 4
. :

TILL: Brown Silty fine to medium Sand, little Silt, medium 115
97 87
98 97
3 3
31 12
5 .
.
_
.
_
dense-damp
• H
'•
•',
': .
.'
',•
:: •
Light Brown fine to medium Sand, trace coarse Sand and fine .

Gravel, medium dense - damp
5 10-18
.
'
B 1.75 0 odd, .••• od• Id"
Gray Brown Clayey Silt, some fine Sand, medium stiff - very _ moist
Dark Brown fine to medium Sand, some Silt, medium stiff _ B
21 . -
.-
moist to very moist
•
V
7\
-:-
•_
.,-
17 4
Light Brown fine Sand, trace Silt, medium dense - damp to . moist
-
.
15 _
S
?
B
5 D
a
?
n
5 E;
In
IBoring Terminated at 15'
TEST BORING LOG PLATE B-12
Southern California Geotechnical BORING NO.

B-13
JOB NO.: 01G110 DRILLING DATE: 716/01 WATER DEPTH: Dry
PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 3' LOCATION: Anaheim, California LOGGED BY: Romeo Balbas READING TAKEN: at Completion

FIELD RESULTS

GRAPHIC LOG
0 0
rn C)
-0
0 0
o.)

LABORATORY RESULTS

COMMENTS

DEPTHTH (FEET) SAMPLE BLOW COUNT
POCKET PEN. (TSF)

DRY DENSITY PC ( F) MOI
STURE
CONTENT (%) LIQUID LIMIT
0 a. D PASSING #200 SIEVE (%) UNCONFINED SHEAR (TSF)
Light Brown fine Sand, little Silt, loose to medium dense - dry , to damp .
.

X
-
13 12
. .
.,-.
. .1
3 X 4
5 ;
i
;
1 ,
Boring Terminated at 5
TEST BORING LOG PLATE B-13
Southern California Geotechnical BORING NO.

B-14
I.

JOB NO.: 01G110 DRILLING DATE: 7/6101 WATER DEPTH: Dry
PROJECT: Arena Corporate Center DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 2' LOCATION: Anaheim, California LOGGED BY: Romeo Balbas READING TAKEN: at Completion

FIELD RESULTS
GRAPHIC LOG 1

DESCRIPTION
SURFACE ELEVATION: — MSL

LABORATORY RESULTS

COMMENTS

DEPTH(FEET) SAMPLE

BLOW COU
NT
POCKET PEN. (TSF)
(7).

Z III
D ....

Ce l)
a a.

MOISTURE
CONTENT (%)

LIQUID LIMIT PLASTIC LIMIT PASSING
#200SI EVE (%)

UNCONFINED SHEAR (TSF)
15 11
•••
:•:
•:•
d'
1 1
4 f".

EDI: Light Brown fine to medium Sand, little Silt, loose - dry 2 8
. .
- encountered PVC pipe debris at 2 to 3 feet
' :•:-
• •
.:
•
Light Brown fine to medium Sand, medium dense - moist
5 ;
:
i
?
r
,
;
i
,
1 1
i
;
S 1
Boring Terminated at 5'
TEST BORING LOG PLATE B-14
BQQFOEJY!D
MBCPSBUPSZ! UFTUJOHCZ
ONH-!HFPUFDIOJDBM-! JOD
LEGEND
0 e = *
0 = initial moisture
• = alter saturation
% Collapse (-)
or % Swell (+) 0.0 2
STRAIN (%)
ru
_. — — cz, c0 f:!: .;,.

IJ
, CI CO a) Ja.
01 1 10 100
STRESS (ksf)
Boring No. H-16 Sample No. 0-9 Depth: 35.0 ft
Sample Description: Pal) Light olive brown SAND USCS: SM Liquid Limit: Plasticity Index: Percent Passing
No. 200 Sieve:

Test
Stage
Moisture
Content (%)
Dry
Density (pcf)
Degree of
Saturation N
Void
Ratio
Initial 9.8 108.5 47.9 0.553
Final 159 109.7 80.1 0.536

CONSOLIDATION TEST RESULTS
AREPIOC Vibe
•
NMG
Anaheim, CA
PROJECT NO. 20065-01
Geoteclukal,Inc,_
Template: twc..oNs-, Fr 2-01 3J• Printed 9/4/20

GRAVEL SAND

BOULDERS COBBLES SILT OR CLAY
coarse fine coarse medium fine
U.S.

SIEVE OPENING
36 12 6

STANDARD

IN INCHES
3 1-1/2 3/4 3/8
U.S STANDARD SIEVE
4 8 16 30

NUMBERS
50 100 200

HYDROMETER

PERCENT PASSING
_i,.. 00 8 o 00 8 8 8 I I I i i , , , , i

I I I I I I I I
I I I I 1 1 1 1
1,000 100 10 01 0.01 0.001
PARTICLE S ZE (mm)
Symbol Boring
Number
Sample
Number
Depth
(feet)
Field
Moisture
Vie)
LL PI Activity
PII-2p C, u c
Passing
No. 200
Sieve CA)
Passing 2
PI
goo
°J
USCS
0 _P-11 D-4 13.5 1 3.5 1.1 2 SP

PARTICLE SIZE DISTRIBUTION
AREP/OC Vibe
NmG
Anaheim, CA
PROJECT NO. 20065-01
Geotechni cal, Inc,
Template NNISIV; Pq ID' 20165-01 GRI Printed: Bil125
LABORATORY TESTING BY LeROY

CRANDALL & ASSOCIATES
1989

BORING NUMBER
AND SAMPLE DEPTH: 11 at 0 to Z
SOIL TYPE: FILL- SILT,
SAND, and CLAY
CONFINING PRESSURE: 144
( lbsJsq. ft. )
INITIAL MOISTURE CONTENT: 10.0
( % of dry wt. )
FINAL MOISTURE CONTENT: 24.3
(°J of dry wt.)
DRY DENSETY : 109
( lbs./al ft.)
EXPANSION INDEX: 76
TEST METHOD: Uniform Bulking Code Standard
No. 29-2, Expansion Index Test

EXPANSION INDEX TEST DATA
LeROY CRANDALL AND ASSOCIATES
PLATE A - 6

4.0 4.0

0.61 0.77

4.13 1.93
Examined & Checked: 1 2 / 2 9 / 89
St -E E c0659
•

R - VALUE DATA SHEET
PROJECT NUMBER 18499 BORING NUMBER: 13 @ 0-3'
Job No 089088.AEO
SAMPLE DESCRIPTION: Medium Brown Slightly Sandy Clayey Silt Item SPECIMEN
•
Mold Number
Water added, grams
,Initial Test Water, °/0
Compact Gage Pressure,psi
Exudation Pressure, psi
Height Sample, Inches
Gross Weight Mold, grams
Tare Weight Mold, grams
Sample Wet Weight, grams
Expansion, Inches x 10exp-4
Stability 2000 , lbs (160psi)
Turns Displacement
R-Value Uncorrected
'R-Value Corrected
Dry Density, pcf
a
4 80

18.8 85
179

2.55 3170
2085
1085
14 55 / 130

3.90 13
13 108.5
5 1 5

12.8 140
555

2.33 3099
2085
1014
124
30 / 70

4.02 44
40 116.9
•••- 6
35 14.7
130
282

2.44 3135
2083
1052
58 41 / 103

4.03 26
25 113.9

DESIGN CALCULATION DATA
Equilibrium R-Value
Gf = 1.25
REMARKS:
1 3
by

EXPANSION
Traffic index Assumed: 4.0
G.E. by Stability 0.89
DG. E. by Expansion 0.47
• The data above is based upon processing and testing sa eived from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of California, Materials & Research Test Method No. 301.

LaBelle • Mania Plate A-9.3
•
PROJECT NO. fc3A-i=ci
BORING NC O. P -3 AEO
DATE ( -2--2-9-s9.

TRAFFIC INDEX 4,o
R-VALLIE BY EXUDATION 2 C7
R-VALUE BY EXPANSION ( 3

1.0 2.0 3.0 4 . 0
800 700 600 500 400 300 200 100
100
9G
80 70
60 50
,40
30 20
10 0
8 COVER THICKNESS BY E)CPANSION
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i?4 1$76 11A1
Z 0 I STURE
R -VALUE vs. EXUD. PRES. T by EXUDATION
—a A A EXUD. T vs . EXPAN T AA T by EXPANSION
RE:MARKS
LaBelle • Marvin
PROFESSIONAL PAVEMENT EN•CIA4VERING Plate A-9.4
MBCPSBUPSZ!UFTUJOHCZ
H/B/!OJDPMM!'!BTTPDJBUFT-!JOD/
2::9
Project 5416-04.2
•

APPENDIX D
Laboratory Testing Program
The laboratory testing program was directed towards providing quantitative data relating to the relevant engineering properties of the soils. Samples representative of those obtained in the field were tested as described below.
a) Moisture Density
Moisture-density information usually provides a gross indication of soil consistency.

Local variations at the time of the investigation can be delineated, and a correlation obtained between soils found on this site and nearby sites. The dry unit weights and field moisture contents were determined in the laboratory for selected samples. The results are shown on the Logs of Borings.
b) Compaction
Representative soil samples were tested in the laboratory to determine the maximum dry density and optimum moisture content, using the ASTM D1557 compaction test method. This test procedure requires 25 blows of a 10-pound hammer falling a height of 18 inches on each of five layers, in a 1/30 cubic foot cylinder. The results of the test are presented on the following page.

Appendix D
Project 5416-04.2

Page 26 ends

Anaheim City CouncilOctober 29, 2024

Anaheim City Council
October 29, 2024