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Boring B-3 <br />' <br />' Approximate Ground Surface Elevation: <br />u Soil Profile <br />Sample Data <br />Penetration Resistance <br />a <br />(Bbwsttoot-0) <br />10 20 30 40 50 50 <br />r <br />m c <br />Plezometer <br />Installation - <br />c <br />' <br />u Description <br />o.o <br />' E <br />a <br />` <br />m <br />�� <br />I <br />io <br />�' <br />Ground <br />Water <br />Moisture Content <br />m <br />O <br />N -' <br />O <br />>, <br />rn <br />m U <br />n <br />y <br />(Percent-� <br />Data <br />0 <br />10 20 30 40 50 50 <br />' <br />Brown, silty sand with organics (Topsoil) <br />0 <br />brown, fine to medium sand wiftl sift <br />(very bate, mast) <br />2 <br />SP-SM <br />5 <br />Brown gray, fine to medium sand with sift and gravel <br />dense, <br />9 <br />5 <br />(hose to medium moist) <br />19 <br />'Bmwngrey, <br />silty fine to medium sand with gravel <br />10 (medium dense, moist) <br />10 <br />1 <br />0 <br />12 <br />Brown-gmy, Iron -oxide stained, silty fine to medium sand <br />with gravel (medium dense, moist) <br />- _ 12 ' <br />15 <br />— SM <br />15 <br />— <br />15 <br />Brvnmyray, Iron -oxide stained, silty fine to medium sand <br />(medium dense, moist) <br />16 ' <br />20 <br />.:-... 20 <br />20 <br />Brawn -gray, fine to coarse sand with silt (dense, moist) <br />SP-Sit 34 <br />25 <br />------------------------------ <br />25 <br />25 <br />Brownymy, medium to coarse sand with trace sift <br />--- <br />- - <br />(dense, (dense, moist) <br />SP 46 <br />Boring was completed at 29.0 feet on B90/05. <br />Groundwater was not encountered during drilling. <br />LEGEND — concrete <br />Solid PVC Pipe <br />M Moisture Content Lab Test <br />" <br />Depth Driven and Recovered <br />eeeS <br />Bentonfte <br />with 2-Inch O.D. SpIA-spoon Sampler <br />PN-SpoArnrunton <br />nSampler <br />Slotted PVC Pipe <br />G Grain -size Analysis <br />* Liquid Limit <br />Native Soil <br />1V Torvane Reading, tonsM <br />Q <br />+ Plastic Limit ®° Monument/ <br />Can Silica Sand <br />PP Pocket Penetrometer Read! n tonsm , <br />g <br />f <br />to Piezometer <br />i Water Level <br />p Sample Pushed <br />g <br />V.^, ,EThe sne:rcatun ties mprmen: •,e ay,.tnirre boundanes between sdl types <br />and me M nsr" my be pnduY <br />Project Number <br />j718805 Johnson Property <br />NELSON GEOTECHNICAL No. Date Revision By CK <br />4 <br />, <br />N/'�G� ASsOCIATES, <br />INC. <br />1919 Mukilteo Boulevard <br />•M <br />Figure 7 <br />M <br />GEOTE CHNIGL ENGINEERS <br />$GEOLOGISTS <br />g <br />Boring Log <br />I Page 1 of 1 <br />m,tasv a us <br />»� <br />