Laserfiche WebLink
Sol! Profile <br />Description <br />Brown -gray, fine to coarse sand with gravel <br />(very dense, moist) <br />Boring B-1 <br />(cont.) <br />Sample Data <br />Y <br />n <br />e� 2 30 E� <br />O O N V N J <br />SP 5014.5' ■ <br />Penetration Resistance <br />(BbwsRoot - 0) <br />10 20 30 40 <br />Moisture Content <br />(Percent - 0) <br />10 20 30 40 5 <br />Piezometer <br />SF <br />Installabon- <br />Grourd <br />m 1- <br />Water .� <br />Data <br />35 - - - - - - - - - - - - - - - - - - - - - --- 35 35 <br />Brown -grey, fin* to coarse sand with silt and trace gravel <br />(very dense, moist) <br />SP-SM Bt <br />40 40 40 <br />s, jBcring <br />was completed at 48.0 feet on 11/30105. I I I I 501 <br />Groundwater was not encountered during drilling. <br />50 <br />551 I I I 1 551 I I I I I I I 55 <br />6 <br />LEGEND Concrete M Moisture Content Lab Test <br />Solid PVC Pipe <br />DEPage <br />th Driven ar,d Amount Recovered BentonHe G Graln-stze Analysis <br />withinch O.D. Split -Spoon Sampler � Slotted PVC Pipe <br />Lini Native Soil TV Torvane Reading, tons/RMonumenVCa Silica Sand Limd � p � PP Pocket Pene'.rort,etar Reading, tons/flto Piezometer <br />Water Level P Sample Pushed <br />l>aton Ines MDt Int Me WIMi,nste boundades be ,,an sor types and line tnsran ma,' be grad.:mberNELSON GEOTECHNICAL No. Date Revision By CK <br />5 Johnson Property �NGA� ASSOCIATES, INC. <br />1919 Mukilteo Boulevard 5GEOTECNNIGL ENGINEERS $ GCOLOGISTa <br />Boring Logof 2 <br />0 <br />