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• L �, OF TEST BORING NO: .3-3 <br /> CLIENT: Valmont Microflcct DATE OF[XPLORATION: 11/18/2000 <br /> PROJECT: SGRS Public Safety 9-I-I Communications EQUIPMENT: CME75 hollow stem w/auto hammcr <br /> Tower LOGGED DY: Troy Hull <br /> LOCATION: 3702 Tulalip Ave, fiverctt, WA pORING LOCATION: See Boring Location Plan attache <br /> PSI PROJECTNUMDER: 704-05224-5 <br /> SURF. GLEV.: <br /> � ma � � c� m <br /> cz > <br /> = a m V¢ �'_"' u '� a Y � vNi `n REMARKS <br /> �,,, � SOIL D[SCRIPTION i y, y F j � � ¢ o <br /> � ¢ y jU OZ o � a aN <br /> p v� � O 7 o e a <br /> SPT TOPSOIL-bro�rn,fimi,silty sand,rootcd,? CL-ML 27 <br /> I 'nchesthick <br /> GRAVELLY SILTY LL'AN CLAY• ight brown, <br /> SPT moist,very stiff to soR <br /> � 4 <br /> - 5 MC SILTY LE:1N CLAY-light brown,moist,very CL•ML � <br /> 1 stiff to stiff 6 30 <br /> SPT IS <br /> 3 <br /> - �� SPT COARoE SAND-light brown,moist,mcdium <br /> 4 densc CL•AtL <br /> SILI'Y LGAN CLAY'-Iight bro���n,moist to wet, <br /> vcry stiff <br /> IS 5�,.�. ?7 <br /> 5 <br /> �� � COARSE SAND-licht bro���n,�cet,vcry dcnsc 50/G" <br /> G <br /> -�5 SG/3.' <br /> _ 7 <br /> 6orinG Icrtninatcd at 2(•1/2 fccl below gmdc. <br /> 6ackrllcd with granular bcnronitc on 11/l3/00. <br /> Grounda�mer encountcred at 14 fecl below grade. <br /> -30 <br /> Stratification lincsldcpths sho�en arc approximatc. <br /> $ Actual soil conditions encomitered during <br /> C conslruciion may vary from thosc dcscribcd abo��c. <br /> � N•valucs shown abovc hovc bcen corrcctcd <br /> u° (original valuc�cas multiplicd by LS)to <br /> � -35 correspond to thc safcq�hammcr. <br /> 0 <br /> u <br /> N <br /> 6 <br /> a' <br /> u <br /> r <br /> o -au <br /> 0 <br /> a <br /> � 6032 North Cuucr Circic, Suitc 450 <br /> M�: Portland,Orcgon 9721 i-012G <br /> (S00) 7S3-G9Si <br />