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Start End Logged By SMJ Drilling <br /> Driller Geologic Drill <br /> Total 16.5 Hollow-stem Auger I <br /> Drilled 4/25/2013 4/25/2013 Depth(ft) Checked By BPD Method <br /> Surface Elevation(ft) 14 Hammer Rope&Cathead Drilling XL Trailer Rig <br /> Vertical Datum NAVD88 Data 140(Ibs)/30(in)Drop Equipment <br /> Easting(X) 1309960.36 System Groundwater Depth to I <br /> Northing(Y) 369893.99 Datum State Plane WA North Zone Date Measured water(ftl Elevation(ftl <br /> Notes: Elevation estimated from base survey map. Not observed <br /> FIELD DATA I . <br /> MATERIAL <br /> w ET. REMARKS I <br /> = w `� z J DESCRIPTION „° .c <br /> O o > m N tT J U 4.a- c <br /> o w a = �_ <br /> = y u C rn d p,-. <br /> N co N N o 6 to N N @ oO s a O 'V <br /> tit cm 5 R' c0 u cm- U' U U m u o a <br /> 0 '\' CC 14-inch concrete slab <br /> /\ <br /> 8 41 1 /\ - <br /> SM Brown silty fine to medium sand with occasional <br /> gravel and trace wood debris(medium dense <br /> _ _ to dense,moist)(fill) - <br /> 8 32 2 ••••• <br /> 15 <br /> 7 30 3 Becomes dark gray <br /> 5— 1 <br /> 0 23 4 31 %F=26 <br /> • <br /> 18 1 5 ML Brown silt with sand and organic matter(very I <br /> - soft,moist)(younger alluvial and estuarine - <br /> Z deposits) <br /> F <br /> wi <br /> 0 <br /> w <br /> . <br /> - 10 18 2 6 OH Brown-gray organic silt(soft,moist) 100 <br /> ri.o <br /> e <br /> cti go_ LP^ <br /> z I <br /> w <br /> .111 <br /> E 18 3 7 M� Brown silt with sand,wood fragments and <br /> _ - organic matter(soft to medium stiff,moist) <br /> V <br /> - - i <br /> 15 .1, 9 8 — <br /> F <br /> t. <br /> Io Note:Please see Figure A-1 for explanation of symbols <br /> sg <br /> S <br /> Log of Boring B-3 <br /> Project: Pavement&Stormwater Master Plan, RDC Everett I <br /> Project Location: Everett, Washington <br /> �EO�NGINEERSy/�IFigureA-4 <br /> N Project Number: 4322-002-00 Sheet 1 of 1 I <br />