Laserfiche WebLink
Date(s) Logged Checked <br /> Drilled 08/28/07 By CMK By MWS <br /> Drilling Boretec Drilling Hollow-stem Auger Sampling SPT <br /> Contractor Method Methods <br /> Auger 4"ID Hammer 140 lb hammer/30 in drop Drilling EC-55 Track Mounted <br /> Data Data Rope and Cathead Equipment <br /> Total 16.5 Surface 116 Groundwater Not Encountered <br /> Depth(ft) Elevation(ft) Elevation(ft) <br /> Vertical Datum/ Easting(x): <br /> Datum System Northing(y): <br /> , <br /> SAMPLES <br /> w <br /> s w 0 a MATERIAL DESCRIPTION c s OTHER TESTS <br /> 4,11 Y o Z D E .� - AND NOTES <br /> m o 2 ;= <br /> N aai Z 8 3 io o `N Q S n in- D rn <br /> w a a� CJ O -6 E m cum 2 E o o a"0 <br /> tY m in in o. Orn �U 0- � <br /> 0 AC . 4 inches asphalt concrete pavement <br /> —115 - SM _ Grayish brown silty fine sand with occasional thin clay _ Base course not observed _ <br /> layers(medium dense,moist to wet)(glacially <br /> consolidated soils) - - <br /> i - 1 16 21 1 • 22 %F=35 <br /> ML-CL_ Gray siltklay with fine sand and interbedded sand — <br /> 5 18 18 2 layers(very stiff,moist)(occasional iron oxide <br /> —110 - - - <br /> staining) <br /> — <br /> 14 40 3 Becomes hard - <br /> - 10 18 38 4 % — — 25 <br /> Occasional slickensides <br /> —105 - - — <br /> MH Gray elastic silt and occasional fine sand partings(hard, <br /> - moist)(abundant slickensides,highly fractured) - <br /> - 15 18 36 5 <br /> —100 ] I I — <br /> I <br /> m <br /> O- <br /> I rn <br /> 0 <br /> CD <br /> , - 20— <br /> w <br /> II a <br /> c? <br /> 0 <br /> h.0 <br /> 0 <br /> 0 <br /> m - <br /> 0 <br /> J <br /> Q <br /> Z <br /> '%- 25— - <br /> E, Note:See Figure A-I for explanation of symbols. <br /> 0 <br /> 0 <br /> 0. <br /> 00 <br /> 0 <br /> LOG OF BORING GEI-4 <br /> zEE Aopii. Project: Central Utility Plant <br /> id <br /> Project Location: Everett, Washin ton <br /> E0ENGINEERS 1 9 Figure A-5 <br /> 0. Project Number: 10738-007-01 Sheet 1 of 1 , <br />