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I <br /> i <br /> SHANNON F�WILSON.INC. <br /> I <br /> The influence of human activity is evident at the Intrawest Seaway site. The eastern slope <br /> � of the site uas ex loited for borrow materials in the <br /> p past, such that some areas of the <br /> excavated slopes have been left wersteepened and other areas replaced with fill. <br /> IAdditionally, Sll was noted both on the upper plateau and at the toe of the existing eastern <br /> slope. <br /> I <br /> �_ 5.0 SITE RECONNAISSANCE AND ��.�pF rFnT nr,v <br /> The geology of the slope, as described belaw, is based on our field reconnaissance <br /> Iconducted on February 28, 1994. In genecal, five different materials were observed: 1) i <br /> Vashon till, 2) Vashon advance outwash, 3) colluvium, 4) landslide deposits, and 5) fill. � <br /> � Fach of these units is briefly described below. An ezplanation of slope conditions along the <br /> property is summarized in Figure 1. No groundwater seepage was noted on the slope during <br /> � our reconnaissance. <br /> I <br /> I 5.1 Vashon 'I511 <br /> i <br /> In the northem two-thirds of the slope area, the dil appears to be 20 to 30 feet thick, with <br /> Ithe base of the 611 ranging from about elevation 550 to 560 feet. Hawe,wer, in the southern + <br /> one-third of the slope, the till thiclaens significantly, to 100 to 110 feet thick. The transition <br /> in the thickness of the till appears to be at about the middle of the proposed south building <br /> (finished floor elevadon of 620 feet), as shown on Figure 1. The base elevation of the dll in <br /> this area is as low as eleva6on 535 feet. Where exposed, the dll stands near vertical, with <br /> some signs of erosion or weachering. <br /> I5.2 Vashon Advance Outwash <br /> ! Outwash comprises the lawer portion of almost the endre length of the slope. As discussed <br /> abwe, the elevation of the contact with the averlying till changes from north to south. The <br /> � outwash is quite permeable; however, it does not appear to be water-bearing, as verified by <br /> the lack of observed seepage on the subject slope during our reconnaissance. Although <br /> Inamerous sideslopes in this material are standing near-vertical, the outwash is often gullied <br /> or mantled by a thick layer of colluvium. T'he lack of significant fines or cementadon <br /> I W-6693-01 <br /> I 4 <br />