EXH0690025788

PCHBPollution Control Hearings Board of the State of Washington

Appendix A Geology and Field Exploration I ' Appendix B Laboratory Testing _ r- j - ? : t- • ..o -m- AR 025791 AGI LIST OF ILLUSTRATIONS Figure 1 Site Plan Figure 2 Geologic Sections Figure 3 Embankment Fill Zones . Figure 4 Maximum EmbankmentSection (N 18,000) Figure 5 Phase I Embankment Plan Figure 6 Phase 1 Embankment CrossSection li:ii:ii_ Figure 8 Fill Type 1 and 2 Gradation ,.-ii. Figure 9 Fill Type 3 and 4 Gradation ,i:... Figure 10 Typical Moisture-Density Control Criteria Figure 11 Settlement Platform Detail " t I. !.. l f J i. :..,- I'; : t ,! L AR 025792 t f AGI i OF TABLES ifLIST J Table 1 Main EmbankmentArea Explorations I J Table 2 Groundwater Elevations Table 3 Embankment FillMaterialGradation Table 4 Embankment Fill Placementand Compaction Criteria I ? rk_ ! .. J AR025793 AGI EXECUTIVESUMMARY AGI Technologieshas completedgeotechnicalinvestigationsand designrecommendationsforthe 1998Phase IEmbankment Construction,an earthworkprojectassociatedwiththeconstructionofthe thirddependentrunway attheSeattle-TacomaInternationalAirport(Sea-Tac).Thisreportpresentsa discussionoftheoverallproject,summarizespreviousdesignreports,and providesthegeotechnical recommendations for construction of the 1998 fill_ [ The Phase 1 embankment will consist ofapproximatm_y 1,000,000 cubic yards of fill placed along the northern 1,100 feet of the existfing west side runway embankmenL The fill will be placed adjacent to i and benched into the existing embankment. It will have a maximum thickness of 70 feet with a maximum slope height of approximately 90 feet. il..IIII I!7i;: f. Geotechnicalexplorationsperformedoverthelast7 yearshave beenused tocharacterizetheareaof i theflU.The majorityofthe511willbe foundedon denseGlacialTill,which shouldprovidea firm foundation for the fill We anticipate the removal of relatively minor amounts of unsuitable…
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