Laserfiche WebLink
Foa <br /> Start l'`d Total 31.5 � �By MWR Driller Geolcg'sc Drill Method Holltr�l Stem Auger <br /> Drilled 412112014 4J21/2014 Depth(tt} Checked Sy 5WC <br /> Surface Elevation ft 85 Hammer Autohammer Drilling Diedrich D50 <br /> ( ) <br /> Vertical Datum NAVD88 Data 140(It1s)!30(in Drop Equipment <br /> Easting(X) System Groundwater Depth to <br /> Northing(Y) Datum Date Measured Wa<e<.M Elevation Ytl <br /> Not encountered <br /> Notes: <br /> FIELD DATA <br /> _ o MATERIAL REMARKS <br /> Y vn, a a DESCRIPTION <br /> G W c S V U c C <br /> O �. f0 L w e a m <br /> iL m tg a o c <br /> 0 00 <br /> 0 ° Ac 1.5 inches asphalt concrete pavement , <br /> GP-GM. 5 inches crushed surface base course <br /> n41 Brown sandy silt with occasional gravel,trace <br /> clay(medium dense,moist){fill) <br /> 18 1n 1 13 PD d,NS <br /> 0 5M Graysittyflnetomridlumsandwithoccasional . <br /> 5 8 42 2 gravel(dense,moist) pkpel,NS <br /> Becomes blue-gray brown 13 pip c1,t <br /> 16 17 3 <br /> sMIML: - Blue-graylhrown silty fine to a diwt sand to <br /> ty sandy silt with occasional gravel;iron S4 pip a1.N5 <br /> 10 10 19 4 staining(medium dense/stiff,moist) <br /> Ct- Brown fine sandy silty day(d f,moist) <br /> (Races§ions!Outwash-clay member) <br /> 22 fib PID c1,NS <br /> f5 Is 13 <br /> g <br /> �� a <br /> w 2e 78 17 6 "-Fine sand partings and faint lamination pip d,NS <br /> s <br /> o Gravel kayar __ <br /> SI ML _ Brown sandy silt to silly fine sand(very <br /> y stiff/medium dense,moist) <br /> w <br /> z <br /> ° 16 23 7 <br /> 1? <br /> Increased sand content at 26 feet <br /> �C <br /> SP-SM Brown-gray fine sand with silt(medium dense, <br /> p moist)(Advance Outwash) <br /> 9—5y 30 18 28 8 14 <br /> Y_ <br /> Note- Please see Figure AA for explanation of symbols <br /> Log of Boring B-7 <br /> Project: WSU-North Puget Sound at Everett <br /> Project Location: Everett,Washington <br /> Figure A-8 <br /> Project Number: 0403-031-00 Sheet 1 of 1 <br />