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1500 INDUSTRY ST 2018-01-01 MF Import
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1500 INDUSTRY ST 2018-01-01 MF Import
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Last modified
11/30/2018 9:14:09 AM
Creation date
2/19/2017 9:02:04 AM
Metadata
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Template:
Address Document
Street Name
INDUSTRY ST
Street Number
1500
Notes
BUILDING SHELL
Imported From Microfiche
Yes
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oeni oy: tarin Consultants 425 746 0860; OB/19/02 4:59PM;Js[Fa�q563;Page 13/1B <br /> TBSt Plt Log <br /> Projoa Nm�e �� � <br /> Seawa Center-Lot B � � <br /> ! Job No. Lopc,7ed try: OieEe: Tett PR N0.: <br /> � 70134 SSR 6!4/02 TP-5 <br /> F�covntion ConWUa: Ground SUKxce Elsvman: `�-- <br /> Pac Rim Const. q��� <br /> Naos: <br /> ��ner,�i W " 8 r ; �og surleac«�twns' LightGress <br /> � E m LL E y E <br /> Ndes (%Ll � w a �i � v�.i <br /> SP Brown poorty graded SqP1D, medium dense to dense, moist <br /> : ��" <br /> . ,o t <br /> 'o . <br /> ;o° z <br /> " =e <br /> •� � 3 <br /> 0 p o <br /> �r � �' -variable gravel content <br /> �o e 4 <br /> a �< <br /> a•°o' S -2%TIf1PS <br /> �o° <br /> ° <0 6 <br /> �. . <br /> oo• <br /> e � ' � <br /> oe <br /> �a e <br /> : �a Q <br /> � • ao <br /> p� 9 <br /> 9.3 •a 10 <br /> p a <br /> � °o <br /> • �� <br /> o •, -vafiable silt content <br /> ' °0 12 <br /> •p 0 <br /> O ,O <br /> y oQ �.� <br /> � e �d <br /> �e <br /> •� � �5 <br /> 0 00 <br /> • ao <br /> 16 <br /> p e�u <br /> 11.5 • a. • <br /> 77 _ <br /> Tes4 pit twrminated at 17.0 feet below e�asting grade, No groundv�ter <br /> a encauniered during e�avation. <br /> ti <br /> a <br /> u <br /> V <br /> � <br /> u <br /> x Test Pit Log <br /> � Earth Consultants Inc_ <br /> Sea�nray Center-Lot 8 <br /> � Rnn�vrd�e�w.x+r�t�Md�'scP,mm�nvv�Y�.vartv{ <br /> r Everett,Washington <br /> W Proj.No 10134 oxn. GLS Da�e June 2pD2 Clxrtcd SSR Wte 6/13102 pkne A6 <br /> Sutxiurtaon caWltlons dopided oam;ar obserralbns et tho qma and bplbn d tl�is n�lwatay hde,modl(pd b�onginrnring tests,an,Yysis end <br /> ju`dgrn�n.� Th�i�nd noc�sa,�`representatiw o(aner tnnes and wcaians.Wo cama accopt�espo�sl��iffy ta va uw ar'vimrpretation b�aAas m <br /> Vi <br />
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