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'Cal sirt>ti �mx',;LC <br /> G BA#.T r.ca:t .s 6=43 <br /> January 9,ara9 <br /> Peter Sttcptutcheuk t <br /> Yt{rpslVttra•1544,ntt <br /> R.) ,.inilied Goo logic Evaluation <br /> Proposed,Sirzgce4t antily Reside-we <br /> 49 1 Narheelt Avenue <br /> Everett,"Washington <br /> tear Mr.Stallone-Wan. <br /> In at.mrdsnee with your authorization, (",oNth ilenscienom, d.L.0 has prepared this letter to <br /> dgx°us'the restrl ofrine limited geol(.gicetalat,ttic,uofabo e-referencrallocaltort, <br /> Site Description <br /> The site is lusted at ef909 f+iatbrck Avenue in Everett,Washinghini The site consists of one <br /> twirl ngultirshaped parcel with a total area of i4,375 square feet. <br /> The property is t neentb undeveloped rand vegetated with grasses. itiaeldierry vines, Scotch <br /> ltrrxnu,ivii°,and small diameter evergreen row)de cidu iiS t reef(.... `i se prnl..rty Mole downward <br /> front southeast to northwest at magnitudes riinging from 5 to='S percent and topographic relief of <br /> about 3s feet, <br /> The pmlxnsed de velopencnt includes a mess-single-family residence with partial daylight basement.. <br /> I'he vvili tte situated in the southeast portion of the lrrnlitrty-with;e diiv.sea.emyending <br /> onto the property#tarn the west. <br /> Area Geology <br /> nte d' L1tdr.1 iva1icates that the site in underlain lti' <br /> V ashan Ada-rare(l i'.i dz <br /> vashon nciva.utc t sntwai,itr typichiti.craticiet.of dense to ve:>siens,e sands with itaterl,e•tls of silt and <br /> clay.These!rnatcriads are relatively peen.abbir And highly erodible. <br /> Observed Soil Conditions <br /> SYr escaladed a hand boring within the wilth-crntrnl laortion of the property. We encountered <br /> approximately tr inches of topsoil and vegetation underlain by,th'ut 4 feet(it'loose,silty-tine to <br /> fine grained toad trace gravel(Weathered t:iutKn h), These materiais were underlain by medium <br /> dense,fine to nact33ita,i grained sand trace gravel!OWwashl,which erintlnued to the tt rmioatinn <br /> death of the hand boring. Groundwater was not observed in our hand boring. <br /> to Fenerat,glacially consolidated materials in this arccn area ilrtis.e to v=ea', dense below at variable <br /> tiritlatt a of weathered soils. Groundwater is often perished within n the timer weathered soils or at <br /> the exantae.t between weathered and noweathort'd soils. <br /> wvnu',rota rlticxs�55i {x0,63;3 o' ug7 <br /> 04/g) <br /> AE2018-97 <br />