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u <br />tl <br />� <br />DESCRIPCIONS OF SOIL SfRUCTURE <br />Perting: I.eee then 1/I6 inch <br />Seam: 1/i6 to 1/2 inch <br />Iayer: 1/2l0 l2 inchee <br />Stntutn; greeter then 12 inchee <br />Sc�ttered: I.eee thnn ane per foot <br />Baulder > 12 inchee <br />Cobblee 3 W 12 inehee <br />Gravel <br />Coaree Cravel 3 to 3/4 inchen <br />Fine Crerel 3/i inchee m#4 <br />Lamloated: Altem�tine uams <br />Leoa: Lemkuludeposiu <br />Varved: Almmming snms of sitl aM clay <br />Ioterbedded: Almmating I�yers <br />Packea Ertak, discwqinuous deposit of IimiteJ atem. <br />SIZE / <br />Send <br />Coene SenO a4 to p I O(4.5 ro 2.0 mm) <br />Metlium Se M10 to #40 (2.0 to 0.42 mm) <br />Fina Sand #40 to #200 (0.42 to OA74mm) <br />Silt 0.007i to 0.002 mm <br />CIaS' < 0.002 mm <br />Note: �. Sol clesnificationx preeented on exploration lopa erc bnned on vieunl o6aervntion end labornlory tcala, <br />uaing a syatem modified from the Unfform Soil Clneaificntion Syatem NSCS). Pleeae refer ro the <br />discussions in the rcport tezt for n more rnmplete deecription of aubeudarn rnnditiann. <br />2. Ordero(eoilclwxsificqfion: Dendty/Covlatency.�vlor,mimrcon�tltumU�i.ndltrU41o60%dlt�or <br />sllfhtlY siltY IS to IY: eilql. �JOR COMPONENT (I.e.5AND1. tr�ce romJwent Ii.e. tnro p�vel 1<6%1: <br />moiemrc eon[en6 �ddlHond eommmb. (CEOLOCIC IhTERPRETATIOM <br />( PanGE� <br />Ffre SWtlon No. 5 <br />6801 Beverly Bivd. <br />Everett, Waahinytoo <br />�s�� <br />u. an��berq �cm;ce <br />CBR California Bearing Ratio <br />Comp CampaMion Teste <br />Con Consolidation <br />DD Dry Deneity <br />US Diroct Sheer <br />°6F Finee Can4nt <br />GS Grein Siu <br />Perm Permeebility <br />PP Pocket Penetrometer <br />RSM Reeitient Modulus <br />Sli Specific Grevity <br />3PT Standard Penetretion Teet <br />TV Torvane <br />T%C Unrnn£ned Comp�eseion <br />UCC Unm�ned Compreeeion <br />SAMPLESYMBOIS <br />�2•inch OD Split Spoon, SPT <br />(140•Ib hemmer 30" drop) <br />3.25•inch OD Split Spoon (300� <br />16 hammer 30" dmp) <br />Non-etendard penetretion test <br />(eee boring log for detaila) <br />IThin well (She�cy; !ube <br />� Grab <br />MOVITORING WELL <br />Cement / Concrete <br />eeel <br />BenWnile <br />Rout / xal <br />Omuodwe4rlevel <br />ATD P� �ime of dnNvel <br />.. ��. Silica sand 6ackfill <br />MOIs"TURE CON7ENT <br />Dry Duety, dry w the tou<h <br />Moiet DemD hut na vieibk w�ter <br />R'et Viei6le 6ee recer <br />Terms and Symbols for <br />��B � <br />No.OP016100 <br />