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I Start End Total <br /> Drilled 4/25/2013 4/25/2013 Depth(ft) 16.5 Logged By SMJ Driller Geologic Drill <br /> Checked By BPD Drilling <br /> Method Hollow Stem Auger <br /> Surface Elevation(ft) 11 Hammer Rope&Cathead Drilling XL Trailer Rig <br /> I <br /> Vertical Datum NAVD88 Fasting(X) 1310257.67 Data 140(Ibs)/30(in)Drop Equipment <br /> System Groundwater Depth to <br /> Northing(Y) 369651.68 Datum State Plane WA North Zone Date Measured Water(ft) Elevation(10 <br /> INotes: Elevation estimated from base survey map. <br /> FIELD DATA <br /> I <br /> I <br /> -- 10 a o MATERIAL w <br /> E° £ Ti) REMARKS_ 8 d Z DESCRIPTION .c <br /> L �[ O N d C N d =u, iU 0 <br /> '0 0. 1 U 0 E W R 2 2@ 5 O •U <br /> w 0 5 CG m o <n1 0 c9U �� og <br /> ' 0 AC 8 inches asphalt concrete <br /> 18 50 1 <br /> ,Z - o GM - Gray silty fine to coarse gravel with sand(very - <br /> I <br /> o r\ dense,moist)(fill) — <br /> 14 45 SA Cw. SW-SM Gray-brown fine to coarse sand with silt and 14 %F=9 <br /> gravel(dense,moist) <br /> I <br /> 18 2 ALMH Gray elastic silt with organic matter(very soft, 79 AL(LL=89;PI=42) <br /> - - - moist)(younger alluvial and estuarine - <br /> — deposits) <br /> 5 18 1 4 65 <br /> 18 3 5 <br /> I 0 <br /> 0 <br /> z <br /> a <br /> () <br /> 2_ <br /> I o <br /> O <br /> 9 10 18 2 6 — — 41 <br /> 8 <br /> w <br /> z <br /> z <br /> w <br /> w- - <br /> ,' <br /> E 1 18 2 7 <br /> I m <br /> o Groundwater seepage at 14 feet <br /> '— SM Gray silty fine to medium sand(loose,wet) <br /> 0- 15 12 8 — — <br /> II <br /> 8 <br /> W <br /> O <br /> if <br /> I <br /> o Note:Please see Figure A-1 for explanation of symbols <br /> 5 <br /> 3 <br /> il <br /> I <br /> V. <br /> Logt: of Boring B-6 <br /> Projec Pavement&Stormwater Master Plan, RDC Everett <br /> GEO E N G I N E E RS Project Location: Everett, Washington Figure A-7 <br /> IN Project Number: 4322-002-00 Sheet.1 of 1 <br />