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I <br />I <br />Soil Profile <br />I <br />'c <br />L <br />i? Description <br />o <br />3 <br />Boring B-2 <br />(cont.) <br />Sample Data <br />Y <br />Q. $ e c E !p <br />f c0 y m o y b <br />Penetration Resistance <br />(Blowsmoot - 0) Z, Piezometer <br />10 20 30 40 50 5 9.1 InstaAation- <br />Moisture Content way <br />(Pe cent -� Data <br />10 20 30 40 50 5 <br />Brown -gray, fine to coarse sand with silt and gravel <br />30 <br />(very dense, moist) <br />' <br />64 <br />SP-SM <br />35 <br />35 <br />35 <br />58 <br />Boring was completed at 39.0 feet on 8130105. <br />40 Groundwater was not encountered during drilling. <br />40 <br />40 <br />45 <br />45 <br />45 <br />50 <br />50 <br />50 <br />55 <br />55 <br />55 <br />LEGEND Depth Driven <br />cone Concrete Solid PVC Pipe <br />M Moisture Content Lab Test <br />g <br />and Amount Recovered Bentonne <br />with 2-inch O.D. SPlil-Spoon Sampler <br />Slotted PVC Pipe <br />G Grain -size Analysis <br />E <br />* Liquid Lima <br />_--� Native Soil <br />TV Torvane Reading, tonsllt <br />= <br />} Plastic Limit m Monument/ Cap Q Silica Sand <br />PP Pocket Penetrometer Reading, tonsrtl <br />to Piezometer <br />�OTE <br />= Ws; Level <br />P Sample Pushed <br />m <br />The s"Hrr lbn Ices mpresert Cie mp.=I", bundedes t I, sen sov ypes and me "nsEm may D gmdui <br />O <br />. roject Number <br />Johnson Property <br />NELSON GEOTECHNICAL No. Date Revision By CK <br />/NGA <br />,$ <br />718805 <br />ASSOCIATES, INC. <br />1919 Mukilteo Boulevard <br />GEOTECHNICAL ENGINEERS <br />e"m CIV. <br />Figure 6 <br />Boring <br />9 <br />GEOLOGISTS <br />Log <br />Page 2 of 2 <br />9 <br />