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T <br /> • LO OF TEST BORING NO. ..-1 <br /> CLIENT: Vaimont Microflcct DATE OF EXPLORATION: I 1/18/2000 <br /> PROIECT: SHRS Public Sa(cry 9-I-1 Communications EQUIPMENT: CME75 hollow stem w/auto hammer <br /> Towcr LOGGED DY: Troy Hull <br /> LOCATION: 3702 Tulalip Ave, Gverett, \yA DORING LOCATION: See Boring Location Plan attache <br /> PSI PR0J6CTNUMDER: 704-05224-5 <br /> SURP. ELGV.: <br /> v " ca � om <br /> � ni O �iw � F ] � � G � u�a <br /> F �- SOIL DGSCRIPTION m y� v� E�„ > 3 O � 4 o RENIARKS <br /> � Q N �V OO Zo a � � a <br /> p tn n <br /> SPT FILL-moisl firm sand 4inchcsthick CL-ML IS <br /> I SILTY LEAN CLAY-light brown,moist,hard <br /> SPT 'G 44 90 <br /> 2 <br /> S SPT 50l5" <br /> 3 <br /> 51'"f 54 4.5 <br /> 4 <br /> � �� SPT 25 GG 4.5 <br /> 5 <br /> - �5 SPT �ecomcs bluc-gmy in colur '7 33 4.5+ <br /> G <br /> GRAVf:L Icnsc �;jCL-�1L <br /> SILII' LEAV CLAY-bluc•gray,moist,hard fl <br /> � <br /> -�� � SI'T � 90 <br /> 7 <br /> �'S SP1' S4 4.5+ <br /> 8 <br /> Ilorin�tcrminatcd at'_G-I/2 fccl below gredc. <br /> 13ackfillcd with granular bcntonitc on I I/18/00. <br /> Groundwatcr not encoun:cred. <br /> -30 <br /> Stralification linc</JcpUis shown are approximatc. <br /> � — Acwal soil conditions encountercd during <br /> construction may��ary(rom thosc dcscribed abovc. <br /> ,. N•valucs sho���n abovc havc bcen correctcd <br /> u (original value was nmltiplicd by 1.5)to <br /> a -35 correspond to thc safcty hannncr. <br /> 0 <br /> u <br /> n' <br /> 0 <br /> -40 <br /> 0 <br /> ° i <br /> �� 6032 Nunh Cuttcr Circic, Suitc d�0 <br /> /7��■ Porlland. Oregon97117-0126 <br /> � (S00)733-G93> <br /> f <br />