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i <br /> Subsurfaca Erploration, Geo[vgic Hazard, a^d <br /> 1 Norccing ffope Pharc 11 Prtliminary Gcotechnical Engintering Rrport <br /> e'vrrrrt, Was/dr.gron Project and Sia Conditiant <br /> � 7t should be noted that differing subsurface conditions may be preseat<;:ae to the random nature <br /> of depusitio�: and the alteration of topography by past graJing and/or rilling. The nature and <br /> extrnt cf any variations beaveen the field e:;plorations may not become fully evident ttncil <br /> � conswction. If variations aze observed at that time, it may be necessary to re-evaluate sFe:ific <br /> rrconimendatio�u u� this report and m�ke appropriate changes. <br /> i 3.1 Exploration Pits <br /> i <br /> I. Exptoration pi.s were excavated ���ith a track-mounted backhoe. The ex�loration piu permitted <br /> direct �•isual observation of subsurface cor�ditions. biaterials enccuntered in the exploration <br /> pits �ti•ere stUdied and classified i❑ dte field by a geotechnical engineer from our firm. All <br /> I esploration pi[s were backfilleci unmediately after examination and logging. The exploration <br /> pit backfill was tampeci in p1acA with the bacl:hce bucket. Therefore, the are2s explored will <br /> require re-excavatio❑ to [he depths explored and recompaction in conformance with our <br /> � recommendations. 5elected samples were then transported to our laboratory for further visual <br /> classification ar.d testing, as necessary. The samples will be maintained in our laboratory until <br /> intilvatioo system details arc developed and future [esting requirrment� are determined. <br /> I <br /> � <br /> 4.0 SUBSURFACE i3ONDITIONS <br /> ISubsurface conditioas at the project si[e were inferred from the field explorations completed <br /> I For th;s study, visual reconnaissance of the site, and review of applicable geologic literature. <br /> As shown on the field logs, the exploration pits completed along the western site margins <br /> generally encountered loose fill overlyin� natural deposits of glacial recessional outwash <br /> � consisting of clean, loose to dense sand with varying amounts of silt and gravel. In the eastem <br /> porcion of the site, these sedimens were underlain at shallow depth by gray silt with sand, <br /> gravel, and cobbles interpreted as tilL Till was identified b�neath the recessional outwash in <br /> 1 all exploration pits except EP-3. The depth to medium dense to dense bearing strata has been <br /> � identified in brackets on Figure 2. <br /> I We reviewed the Distribution and Description of Geologic Units in the Everett Quadrangle, <br /> � Washi�rgton prepared by bfinard in 1981. This publication s6ows the site is underlain by <br /> Vashon till. The glacial sediments in the site vicinity were deposited during or shortly afrer <br /> I the Vashon Stade of the Fraser Glaciation approximately 14,000 to 17,000 years ago. <br /> Recessioual outwash consists of sand and gravel that was deposited by meltwater streams as the <br /> glaciers were retreating to the north aker the last period of glaciation. The recessiona] <br /> Ioutwash deposi[s on the site appeaz to be a localized channel deposit. Till represents the <br /> ground moraine of the southwatd advancing glacier and generally underlies the outwash at <br /> � depth. <br /> � Frbrunry ll, _'/,fl? ASSOClA7ED F.1H7NSCIENCE$ INC. <br /> sc�r,m�xEnr-+c,�:-rA�«u�:ao��+mK�wr u:K P�ge3 � <br /> ` �� <br /> I <br />