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t <br /> 00 <br /> N <br /> 6URNG LUG C <br /> O <br /> 9 <br /> N <br /> 0) <br /> Approximate Ground Surface Elevation: 0) <br /> 0 <br /> a <br /> Penetration Resistance � <br /> Soil Profile Sample Data (Blows/foot-0) .N Piezometer <br /> 10 20 30 40 50 50+ 9 Installation- <br /> Ground Water <br /> L a o Q o a) Moisture Content 2 Data <br /> Description o ii E o o E L (Percent-■) (Depth in Feet) <br /> C9 y m U cn J 10 20 30 40 50 50+ J <br /> Dark brown,silty fine to medium sand with trace roots <br /> (loose, moist)(TOPSOIL) SM <br /> Brown-gray,silty fine sand with iron-oxide staining SM 11 ' <br /> (medium dense,moist) <br /> Brown-gray,silty fine sand(medium dense,moist) = ' 5 — 5 <br /> 15 <br /> SM <br /> :. .... 10 <br /> Gray,silty fine sand with Iron-oxide staining 45 ' <br /> (dense,moist) SM <br /> Gray silt(hard,moist)— <br /> 15 <br /> 34 <br /> ML <br /> 20 ........ ......... ........ ......................... 20 <br /> 65 <br /> Grav,silty fine to medium sand(very dense,moist to wet) — <br /> ..:.. <br /> 25 <br /> " 56 <br /> SM <br /> LEGEND Solid PVC Pipe Concrete M Moisture Content <br /> Slotted PVC Pipe Bentonite A Atterberg Limits <br /> Depth Driven and Amount Recovered G Grain-size Analysis <br /> with 2-inch O.D.Split-Spoon Sampler Monument/Cap Native Soil DS Direct Shear <br /> to Piezometer PP Pocket Penetrometer Readings,tons/ft <br /> Depth Driven and Amount Recovered ❑ Silica Sand P Sample Pushed m <br /> p is Liquid Limit <br /> with 3-inch Shelby Tube Sampler -I- Plastic Limit Water Level T Triaxial <br /> LL <br /> NOTE:Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis andjudgement.They are not necessarily m <br /> representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. <br /> Project Number NELSON GEOTECHNICAL No. Date Revision By CK <br /> ASSOCIATES) INC. �o <br /> 781508 Finley Residence 1 2106/08 Ongin9l JRW BAD <br /> Boring Log GEOTECHNICAL ENGINEERS & GEOLOGISTS <br /> Figure 5 Sn,,,,m,,„0— 425 337"1669 <br /> 1]311-135N Av ASM72 1 b( 1 0 <br /> j NbodnvBv,WA 98072 Wen.icnoelCMdn(509)]6a2758 U, <br /> Page 1 01 2 (925)a8&1669/Fex461-2510 w.+w.nrlwng...0— <br />