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� <br />� � TERRA ASSOCIATES, Inc. <br />�..:, �� y �J Consultants in Geotechnical Engineering, Gcology <br />and <br />Environmental Earth Sciences <br />Scptember30,2009 <br />Project No. T-G366 <br />A4r. Jflmes Palda - <br />Sleadfast Commercial Properties <br />4343 VodKarmm� <br />iv`ewpori I3each, CA 92GG0 <br />SubjecL• Gcntechnical Reporl. <br />Retai] Buildiug _ <br />I:vcrett Mall <br />Evcrett, Washinglon <br />Dear Mr. Pnld�: <br />As rcquested, we have conducled a geotechnic�l enginecring study for the subjecl projcct. .The au�ched repor. <br />presents ow� findiugs aud recommeudalions far ihe geolechnical aspects pf projecl design mid constniction. <br />Uur Geld exploration indicatcs tl�al ihe sitc is underlain Uy dense iiative glacinl till soil, and cmnpacl granular fi1L <br />'Phc fil) malcrin� obsc��cd in one of Ihe tesl Uorings is likely bnckfill used lo reslor� gradc following removal of <br />rm undergiaund lank associntcd wi�h a prcvioiis fuel/service slation a; the sitc. CVc o6scrved gmundwater a� n <br />depth of 13 feet in hvo of our test boriugs. <br />In our opinion, the soil und ground�vater conditions are suiiablc for Ihe planned de��elopmcnl provided <br />recommendnlions contained ha•cin are incoiporaied into design and constniction drawings. Undisturbed native <br />soil su�gnde or exisiiug dense granular sWetw�al fill would provi�e suitable bcaring for slandard spread foofing <br />foundmions and sl�b on grade floors. <br />Wc Irusi the infama�ion provided in thc attaclied report is sufficient for your cuRenl needs. If }�ou havc any <br />quesiions or nced udditionnl infonnation; plcasc call. <br />Sinccrcl,v yours, <br />'I'EIi1L1 ,1tiSOC1A7'CS, INC. <br />C�,(�g�i`'G� C?��'t> <br />.Iessica �1. i � T'. <br />StaffG �� � �,.�\ /� . <br />�. s�u�enp�. i�.r.r:�� � � <br />,; <br />;az <br />y_3a..op <br />12525 Willows Road, Sui(e.101, Kirkland, Washington 98034 �//� <br />Phone (425) 021-7777 • fax (425) E321-4334 ��� <br />