EXH0452022832

Listed below are documents relied upon by ACC's expert witnesses, to the extent we ,_- have received such information from the experts to date. This Response will be supplem_w,d furtheras we receive furtherresponses. 1. Northwest Hydraulic Consultants (Bill Rozeboom and Dr. Malcolm20 z) Leytham): See Attachment A hereto. 2. Dr. John Strand, Columbia Biological Assessments: Angelovic, J.W., W,F. Sigler, andJ.M. Neuhold. 1961, Temperatureand fluomsis in rainbow trout. Journal of the Water Pollution Control Federation 33: 371-381.24 ACC'S1STSUPPLEMENTALRESPONSETO H _ L$ ELk PORT'SHRSTSETOF INTERROGATORIESAND F ETT E KMAN REQUESTSFOR PRODUCTION - 1 iI,,.,,,_.._.l.,_...-,_.r JS00P_JGET$Ot)NDPL4ZAP.O.60X211M6 AR 022832 ] ! ! ! Seed.R.B. and Harder. L.F. (1990)"'SPT-BasedAnalysisof CyclicPore PressureGeneration and Undrained Residual Strength." Proceedings of the H. BoRon Seed Memorial Symposium,Volume2. BiTechPublishersLtd. •"GeotechnicalSummaryReport.Third RunwayEmbankmentandMSE RetainingWalls. SeattleTacomaInternationalAirport."Preparedby HartCrowserforThe Portof Seattle. November2. 2001,ReportNo. 4978-06 "RecommendedLP,FD GuidelinesforSeismic Desigtiof HighwayBridges;basedon NCHRP s Project 12-49.FY '98 'ComprehensiveSpecificationfor theSeismicDesignof Bridges'." preparedunderMCEERHighwayProject094,TaskF3-1,April9, 2001 e "CompetingAgainstTime," reporttoGovernorGeorgeDeukmejianfromtheGovernor's Boardof Inquiryon the 1989LomaPfieta Earthquake,Stateof CaliforniaDepartmentof._ GeneralServicesPublicationsServices,May,1990 Inel,S., W.H.Roth,and C. deRubertis,1993. "NonlinearDynamicEffectiveStressAnalysis of Two CaseHistories,"Proceedingsof theThirdInternationalConferenceon Case Histories inGeotechicalEngineeringpp 1735-1741. Makdisi,F.I.,Z-LWang,andW.D.Edwards,2000. "SeismicStabilityof NewExchequer Dam andGatedSpillwayStructure,"Proceedingsof the TwentiethAnnualUSCOLD LectureSeries:DamO&MIssues- TheChallengeof the 21stCentury,pp.437-458.14 Bathurst,R.J.and K. Hatami,1998."SeismicResponseAnalysisofa Geosynthetic- ReinforcedSoil RetainingWall",OeosyntheticsInternational,V, 5 Nos. 1-2,pp. 127-166. Bathurst,R. J.,and K. Hatami,1999. "EarthquakeResponseAnalysisof Reinforced-soil WailsUsing FLAC,"Proceedingsof theInternationalFLACSymposiumon Numerical "¢ Modelingin Geomechanics,pp.40%415.18 ls Roth,W.H..et al. 1993. "UpperSan Femando Dam1971Revisited".AnnualConference Proceedingsof theAssociationof StateDamSafetyOfficials. D.W,Damtonand S.C. Plathbyeds.Lexington,KY.pp.49-60, FIRSTSUPPLEMENTALRESPONSETOINTERROGATORYNO 5: I. Dr. Pat Lucia,GeoSyntecConsultants: ACC'S1STSUPPLEMENTALRESPONSETO H ELSELL PORT'SFIRSTSETOFINTERROGATORIESAND FET'TEKMAN REQUESTSFORPRODUCTION-14 ._l,-_,t_l,o,_,_, 1._0PUG_$0UNDPI._ PO BOX21tt45 SF.AI'TLE,WA 96111,3645 pH:{_)3E,1144 - AR 022833 A. TESTIMONY IN TRIAL Case: Park County, Montana v. Burlington Northern and Santa Fe (BNSF)3…

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Call to order – Roll Call – Quorum Established – Land Acknowledgement We would like to acknowledge that our Agency operates in four present-day counties, which are the traditional lands of the Coast Salish people, past and present. This acknowledgement does not take the place of authentic relationships with indigenous communities in our jurisdiction and [...]