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i � < < <br /> I� Boring No. B-6 <br /> II Logged by : PL <br /> Date: 5/26/G9 Approximate Elev.: N/A <br /> I Consistency/ a (N) Moisture <br /> Soil Description Relative Depth � Blows Content <br /> I Density (feet) � �ft ���o� <br /> ISurface: Asphalt — 5.6". <br /> I Brownish gray SAND with <br /> Isome silt, little ravel fill . <br /> I 1 53 5.4 <br /> I Browish gray to gray SAND 5 T <br /> 1 77 7.5 <br /> I with some silt and little to trace Very Dense <br /> gravel, (TILL), dry to damp, <br /> I very dense (SM). <br /> I 10 <br /> I� I 52 8.2 <br /> ITerminated at 11.5'. <br /> ' No groundwater seepage <br /> , encountered. <br /> I 15 <br /> I I <br /> I 20 <br /> I <br /> I <br /> � <br /> I <br /> I '� T/!e Riley Grorrp, II1C. P�'�P��sed Communiry Henith Cc�n�er <br /> i�;,, uoTiir�� �vnv �e Test Boring Log B-6 Fig�n•e A-7 <br /> I � I30TI I�LL,IVASI�IINGTON 9801 I <br /> ISile Address: S\1'C 141h Slrcet S Droadway Avcnue, Everclt,Washington <br />