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1 <br /> Date(s) 08/28/07 Logged CMK Checked MWS ` <br /> Drilled By By <br /> Drilling Drilling Sampling <br /> Contractor Boretec Method Hollow-stem Auger Methods SPT <br /> Data• r 4"ID Data <br /> 140 lb hammer/30 in drop Drilling EC-55 Track Mounted <br /> Rope and Cathead Equipment <br /> Total 21 Surface 119 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 /> o MATERIAL DESCRIPTION o n OTHER TESTS <br /> • w 22 m o E z _1 o m-. ..- - AND NOTES <br /> • L C C" <br /> p. m Z o 3 in o. a� a 3 ) <br /> — <br /> U Ti;to= 0) <br /> W 0 w N o 0 m m m o o E, o o a•N <br /> - 0 5 0_ m cn co (7 3 cooo n O i lS <br /> GP -Gravel parking lot(approximately 2 inches thick) /-- <br /> - - SM _ Brown silty fine sand with distorted clay/silt layers - - <br /> (dense to very dense,moist)(glacially consolidated <br /> • <br /> _ _ soils) _ _ <br /> 18 46 1 • <br /> 11 %F=39 <br /> —115 - - — <br /> • <br /> - 5 18 61 2 — — <br /> 18 74 3 <br /> —110 - - — <br /> - 10 18 41 4 • — — <br /> • <br /> —105 - - - — <br /> • <br /> - 15 11 46 5a — — - <br /> 5b ,/ CH _ Gray fat clay(hard,moist)(distorted bedding,abundant _ <br /> slickensides) 27 <br /> 8 <br /> -100 - - - - <br /> 12 50/6" 6a � <br /> wl 20 6 -‹ SM-ML Gray to brown silty fine sand(very dense,moist)• <br /> — Sand in shoe of sampler - <br /> U' _ <br /> a <br /> 0- - <br /> I,- <br /> 0 <br /> 0 <br /> C.M- - - <br /> n <br /> 0 <br /> —95 - — <br /> z <br /> --- 25— - <br /> F Note:See Figure A-1 for explanation of symbols. <br /> 0 <br /> 0 <br /> 7. LOG OF BORING GEI-6 <br /> E2 Project: Central Utility Plant <br /> G EO E N G I N E E R Project Location: Everett,Washington Figure A-8 <br /> Project Number: 10738-007-01 Sheet 1 of 1 , <br />