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I <br /> Date(s) Logged Checked <br /> Drilled 08/28/07 By CMK By MWS <br /> Drilling Drilling Sampling <br /> Contractor Boretec Method Hollow-stem Auger Methods SPT <br /> AugerHammer 140 lb hammer/30 in drop Drilling <br /> Data 4"ID Data Rope and Cathead Equipment EC 55 Track Mounted <br /> Total 16 Surface 117 Groundwater Not Encountered <br /> Depth(ft) Elevation(ft) Elevation(ft) <br /> Vertical Datum/ Easting(x): <br /> Datum System Northing(y): <br /> SAMPLES <br /> a = ti <br /> `s w o a MATERIAL DESCRIPTION OTHER TESTS <br /> Q m > ,3 a a ,_ lc o_15 a a; r L AND NOTES <br /> s c <br /> w6 rn <br /> w 0 CD 2 o s E m m CD o f o o �m <br /> - 0 E' rx m in o. C5rn �O O� <br /> AC �4 inches asphalt concrete pavement <br /> ML _ Brown sandy silt with occasional chunks of silt/clay _ <br /> (dense to very dense,moist)(glacially consolidated <br /> —115 - - soils) - — <br /> I <br /> 11845 <br /> 1 _ - 17 - <br /> I - 5] 18 46 2 — <br /> —110 - - - — <br /> 18 71 3 _ - <br /> MHGray elastic silt(very stiff,moist)(abundant <br /> _ <br /> = 10 18 27 4 — slickensides,highly fractured) 29 AL <br /> LL=65,PI=28 <br /> —105 - I - - — <br /> - - <br /> i - - - - <br /> II <br /> 11 50/5" ' J SM — Brown/gray silty fine to medium sand(very dense, — 10 %F=20 <br /> - 15—� <br /> moist) <br /> —100 - — <br /> 0 <br /> - <br /> 85 <br /> m <br /> 0 <br /> o <br /> (p1- 20— <br /> > <br /> W <br /> o I - — <br /> 0 <br /> E,—95 <br /> 0 <br /> 0 <br /> m <br /> M- <br /> I0 <br /> in_ <br /> Q <br /> Z <br /> 25— <br /> s Note:See Figure A-I for explanation of symbols. <br /> 0 <br /> 0 <br /> 0% <br /> ae 1 <br /> o <br /> LOG OF BORING GEI-1 <br /> EL <br /> 0 Project: Central Utility Plant <br /> G Ed E �a E J' Project Location: Everett, Washington <br /> Figure A-2 <br /> >� Project Number: 10738-007-01 Sheet 1 of 1 , <br />