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0.110-935 <br /> Niyollup,WA.98371 <br /> Ages Eng" ' g, LLC <br /> in eer in <br /> Main Q53)845-70M) <br /> A Geotechnical and Environmental Services LLC 08,aull <br /> October 8,2019 <br /> Pri�l ect No.A-1524 <br /> Tim Collins <br /> Barkley Homes <br /> 16541 Redinond NVay,Suite 273 <br /> Redmond,WA 98052 <br /> Subject: Preliminary Geotechnical'Report <br /> Crescent AveiYuc.Residence <br /> 4326 Crescent Avenue <br /> Everett,Washington, <br /> Parcel Number:00605501500600 <br /> Dear Mr.Collins, <br /> As requested,we.have conducted preliminary geotochnical study for the subject project The <br /> attachod report pre%,Qntg our findings and recommendations for the iv,0otechftical aspects Of.Pr0Ject <br /> design and construction. <br /> Our field exploration indicates the site is gener ally underlain with 3.0 to 4i0 feet..of organic-laced <br /> old fill si)ils maarlying medium deake to dense, native-sand with silt consistent with Advance <br /> Outmsh. We did.not ohtsefve any groundwater seepage to the depths explored. <br /> In our opinion.; the soil and. groundwater conditions-at the site are suitable for the planned <br /> development. Ilie new structure can be supported on typical spread footing foundations bean g <br /> on the existing organic-free hativo soils observed 3.0 to 4.0 feet below surface giudes, or on <br /> structural fill placed above these native soils, <br /> Detailed recommendations addro- <br /> ,silig the..w tS1Eti S and other geotechn.ical design considerations <br /> -esufficient fo <br /> are presented.in the attached*report. We trust the Information presented is r your <br /> current needs. if}+ou have any question <br /> s or-require additional infonnation,please :all. <br /> Respectfully SubiniAted, <br /> Ages Eogineverin LL <br /> P_ <br /> 14) <br /> 0. 30917 <br /> Bernard P.Knol 1,11 <br /> Principal N IL <br /> 01"Kb <br /> A901i Ensince6g,JILC <br />