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i � � � <br /> I� Boring No. B-3 <br /> I� Logged by : PL <br /> Date: 5/26/09 Approximate Elev.: N/A <br /> Consistency/ a (N) Moisture <br /> II Soil Description Relative Depth � glows Content <br /> Density (feet) � �ft �%� <br /> Surface: Grass. <br /> I Brown SAND with some silt, <br /> trace gravel & roots (fill). <br /> I I 5 � 29 11.7 <br /> I <br /> I Brownish gray silty SAND with <br /> � trace gravel (SM) till 5.5', <br /> transitioning to gray SAND Medium Dense �� T <br /> I� with some silt & gravel (TILL), �� I 83/12" 7.5 <br /> encountering an interbedded Very Dense <br /> I GRAVEL lense (-17.5' to 18'), <br /> � dry to damp, dense to very <br /> dense, (SM). <br /> II - 15 T <br /> � 5013" N/A <br /> � <br /> II 20 T <br /> I 1 50/5" 6.3 <br /> Terminated at 21.5'. <br /> I No groundwater seepage <br /> Iencountered. <br /> I <br /> I <br /> ' 7'/le RIINy Group, I/1C. �'�'�l���sed Comrnturity Nenitlr Center <br /> I � i�szz uori���� w,�v�� Test Borin;; Log B-3 Fi�urc A-4 <br /> �ori�et.i_.�v��siu�cTo���sai i <br /> ISiic Addrcss: S�VC I dth Strcct S Bruadway Avcnuc, Evcrctt, Washington <br />