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1 <br />'I <br />Approzimale Ground Surface Elevation: <br />m Soil Profile <br />I m <br />c <br />ODescdption <br />�— 0 <br />Boring B-1 <br />Sample Data Penetration Resistance <br />(Bbwslloot - �) 12f <br />o 10 20 30 40 s0 50 mn `Moisture Content <br />Lo $ a �' m'(Percent <br />- Om rn '10 20 30 40 5o 50 <br />Brown, slily sand with organic (Topsoil) <br />----------------f�Pe <br />0 <br />-------- <br />Brown, silty fine to coarse sand with gravel <br />--- <br />(very loose to loose, moist) <br />_ <br />— SM <br />4 <br />------------------------------ <br />Brown, fine to medium sand with sift <br />5 <br />(medium dense, moist) <br />5 <br />11 <br />14 <br />SP-SM <br />10 <br />10 <br />�10 <br />15 <br />Brown -grey, fine to medium sand with sill and trace silt <br />16 G <br />(medium dense, moist) <br />15 <br />15 15 <br />Blown•grey, sihy fine to coarse sand with gravel <br />--- <br />— <br />(medium dense, moist) <br />- <br />22 <br />20 <br />20 20 <br />i <br />SM <br />-- <br />20 <br />25 <br />25 25 <br />Bmwnt,7ray, fine to coerce sand with sill and gravel <br />(very dense, moist) <br />SP-SM <br />50-4.5 <br />-- <br />- Brown•gray, fine to coarse sand with gravel <br />— <br />(very dense, moist) <br />SP <br />LEGEND <br />Solid PVC Pipe ED Concrete M Moisture Content Lab Test <br />Depth Driven and Amount Recovered <br />Bentonile G Grain -size Analysis <br />with 2-inch O.D. SPlit-Spoon Sampler <br />Slotted PVC Pine <br />* Liquid Limit...- <br />Native Soil TV Torvane Reading, tonsRl <br />F <br />} Plastic Limit ® Monument/ <br />Cap Q Silica Sand PP Pocket Penetrometer Reading, tonsM <br />to Piezometer <br />1 Water Level P Sample Pushed <br />OTE: The stnimeatbn Enea represent the a =.mate bw1dann beM , edl types aM fie tnnat. may tx pro�uat <br />rojectNumber <br />Johnson Property <br />_/� NELSON GEOTECHNICAL No. Date Revision By CK <br />�NG3-� <br />718805 <br />ASSOCIATES, INC. <br />1919 Mukilteo Boulevard <br />I Slim ova A= ^� <br />GEOTECNNICAL <br />g <br />Figure 5 <br />ENGINEER! $ GEOLOGISTS <br />Boring Log <br />Page 1 of 2 <br />mw+a new c+am <br />