1206 SE EVERETT MALL WAY 2018-01-01 MF Import

E�crrtt Atall 2U07 Rewil Pad f�zhma��, 35, 20U6 Project Description Alaterials Testing :vid Considting Job No.ORR030 We understand Uie project consists of constructing a single siory, 7,000 syuare (oot resiaurant in thc northtvest corner of the existing Sears parking lot at the Everett hfalL Foundation design recommendauons and bc:aring capacity analysis were completed assuming conveutional sprcad Coutings and �ypical li�ads for a building of this type and size. Site Descriptian Gerieral Descriptio�i The project site is located in the northwcst corner of the existing Sears parking lot at the Everett Mall at the south eas[ comer o( the intersection of Broadway Avenue and West Mall Drive (see Lceation Map). The site slopes slightly south and east across the property. Surfaa drainage is dirccted [o the on-site storm water drtinage system. T7ie site is bordered on the norq� by Broadway Aveime and the west by \1'est Mall llrivc. To the east and south arc parkine areas servicing Uie L-vere[t Maii. Tha subject prupeiTy is cuncud_; par[ of thc exisiing asph+dt p�i��cd purking arca. Area Geoing}� �lccording to the IJSDA Soil Conservation Service Survey t6e site is tmdedain by soils ot tlie Alden+ood- Urhan ]and complex. The complex is rypically composcd of ��racelly sandy loa�n that is a rr�derately wet] drnined and has very low [o moderately low water capacity. The watcr table is commonly secn in ihe upper 18 to 36 inchcs. The parent material Cor this soil is glaci�l ti)I. The depth to densc [ill is commonly 20 to 4U inches. The soils encountered hencalh die fill during this investigation correlate well with those descrihed above. Field Exploration (�n I'ehtu:�ry l�. :'.00R uui Eculu�itil visiled ihe sile and cunducled a aubsurlace rtiploratinn c�f the ;aJ and „n�unJ�ca[er condiiinm. 'fht tield imestig;i;ian mcludcd cxcaraiion ��I ilurc ic;l piis ;md thc rrru�erv nf duiurhed er.ib ;:miple+. 'Ie.t pits wcre duf i�� dcplh� ol h8 [u IO.i ke� bcl��w the c�islVng ��round surhicc «hen prartir:il reli�.al on verY dense elaci:d nll u<i, rncuun�ercJ. Thr ir�t pn I�k'aiian. �cerr chn,rn and li,��:dcd by �iT(� uiiliiing a tiiic pl;m pr;,�idtd hy thc tlicnt. �I-hr trsi E�ii lur.�tiun, ;u�� ,h;nen nn ihr ,aiaehr,l tiite PLm I hr ttst pits ucre c�csvated with a ruhbcr iired hackhuc �ontrarird hy �iT('. I)uring �iie fi�ld wor4,. nur ticologisi loe��ed the soil and �round�cater condilionti rn�uuntcrrd and ohtamed s;unpleti I'rom �he te.� pns „f rc�,rrtientatire soil �« ata. Thr samples �scrr rla,silicd iu th�� field in accrndan.e wrth the Unilied Soll ('laasificaiiun Sp'stcm. identificd :iccording to test pit number and dcpih, pinced in plastic baes tn protrct ;�g3mst nx�isiurc In>t and VampnRcd to thc hihuratory fnr lcstin�- �