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1 Start5/2013 4/25/20 End13 TDeotpth(ft)al 13.5 Logged By. SMJ <br /> Checked By BPD Driller Geologic Drill Drilling <br /> Method Hollow-stem Auger <br /> Drilled 4/2 <br /> Surface Elevation(ft) 10 Hammer Rope&Cathead Drilling XL Trailer Rig <br /> Vertical Datum NAVD88 Data 140(Ibs)/30(in)Drop Equipment. <br /> Easting(X) 1310041.59 System Groundwater Depth to <br /> Northing(Y) 369585.25 Datum State Plane WA North Zone Date Measured water(ft) Elevation(ft) <br /> I Notes: Elevation estimated from base survey map. <br /> FIELD DATA <br /> a <br /> m `s MATERIAL <br /> REMARKS <br /> Z DESCRIPTION <br /> m <br /> L N > N 11 C L 2-7z y N <br /> is d 8 o a E m m 2 2 o o Z� <br /> in E EC m , coi- > U U' 0 mU 08 <br /> 0 AC 6 inches asphalt concrete <br /> 8 41 1 ° GP-GM Dark gray gravel with silt and sand(medium <br /> - o - dense to dense,moist)(fill) - <br /> .I 0 <br /> o <br /> 12 19 2 SM Gray silty fine to medium sand with trace gravel 31 <br /> (medium dense,moist) <br /> I14 2 3 OH Brownish-gray organic silt with trace sand and 80 <br /> ^ - interbedded peat lenses(very soft,moist) - <br /> .n (younger alluvial and estuarine deposits) <br /> T <br /> 5 4 .A.n <br /> 18 1 <br /> - <br /> I <br /> 18 2 5 A. 100 AL(LL=100;PI=50) <br /> ° AL �� <br /> a <br /> a �M <br /> .........A.w <br /> U' <br /> m _ <br /> O 10 18 1 6 i h <br /> o ....A.A. <br /> I ',3 �. <br /> w <br /> Z <br /> W <br /> 12 8 7 s! �' EM Gray silty fine to medium sand(loose,wet) Groundwater seepage at about 12 feet <br /> g <br /> se <br /> I <br /> 0 • <br /> ot7 <br /> Z <br /> a <br /> U <br /> W <br /> O <br /> K <br /> a <br /> oNote:Please see Figure A for explanation of symbols <br /> T <br /> Log of Boring B-2 <br /> Project: Pavement&Stormwater Master Plan, RDC Everett <br /> ° Project Location: Everett,Washington <br /> {.�EQENGINEERFigure A-3 <br /> IN Project Number: 4322-002-00 Sheet 1 of 1 <br />