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Date Excavated: 11/7/2011 Logged By: BHC <br /> Equipment: Excavator Total Depth (ft) 10.0 <br /> SAMPLE <br /> m 1 � � <br /> I E <br /> Io I ( Sr i <br /> I �o REMARKSo .N°con DUES c: TIO <br /> O .v.. 9 Of Q =.� O m m <br /> N E y N O �0 <br /> > Q _ <br /> w D FCD es- m M C0 0 U W <br /> GM Dark brown silty gravel with sand(dense,moist)(fill) <br /> a S v1Dark brownish-gray silty fine to medium sand with gravel and cobbles <br /> 1 (loose to medium dense,moist)(fill) <br /> I • � <br /> 21 <br /> atih <br /> 3 i <br /> I <br /> 11 %F-25 <br /> as <br /> 4 -- — — — — --- --- <br /> SM Greenish gray silty fine tto medium sand(loose,moist](fill) <br /> a� Concrete debris and boulders at 4 feet(2 feet across) i <br /> 5--1 t•::. f <br /> Ow <br /> htiti 6 :•:I•; ! I <br /> 7� <br /> '- Concrete debris at 7.5 feet <br /> Er- � <br /> ••.� <br /> Z s Large concrete block at 9 feet <br /> z 0 J <br /> O R <br /> 1 No groundwater seepage observed <br /> I Slight caving observed at 6 to 8 feet <br /> a <br /> E <br /> IT <br /> 9 I <br /> 'a <br /> P <br /> ro <br /> Z <br /> 0 <br /> w <br /> W <br /> W <br /> Z <br /> (A <br /> m <br /> W <br /> J <br /> Z <br /> F <br /> O <br /> F <br /> c7 <br /> e <br /> cc l <br /> p <br /> U <br /> w <br /> a <br /> a <br /> Notes: See Figure A-1 for explanation of symbols. <br /> The depths on the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot <br /> 3 <br /> Log of Test P!} TP-14 <br /> Project: Mountain view Business Center Division 8 <br /> c `_ — ° 3 ;. Project Location: Everett, Washington I <br /> GEis Ntai � LL x _ Figure A-21 <br /> y - Project Number: 6192-021-01Jiie-A% CI <br />