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II <br /> Date Excavated: 10/19/05 Logged by: TB2 <br /> !� Equipment: Case 580 Backhoe Surface Elevation(ft)• 116 <br /> 4 <br /> I 0 <br /> ..... z MATERIAL DESCRIPTION OTHER TESTS <br /> 0 al co a�= AND NOTES <br /> a�i N a a n a°o y a3 <br /> Ww Ow c <br /> _ 0� C co 0� (ci oU <br /> SM 3 inches of sod over brown silty fine sand with gravel(loose,moist) <br /> T SM Tan silty fine sand with occasional gravel(loose,moist) <br /> 11 —115 - - - — <br /> • <br /> J - 1 <br /> . . <br /> - • <br /> • <br /> •• - Becomes medium dense - - <br /> ... .• <br /> t <br /> SM Gray silty fine to medium sand with gravel and occasional cobbles(dense <br /> - - to very dense,moist)(glacial till) _ _ <br /> — — - <br /> I 57 z 5.2 <br /> —110 - - - — <br /> 1 - - - - <br /> • <br /> 11 _ ✓\ <br /> 3 - <br /> Test pit completed at 8 feet <br /> No groundwater seepage observed <br /> No caving observed <br /> -J10 <br /> -105 - — <br /> c <br /> 11 o <br /> N - <br /> > <br /> 1 - <br /> Co7 <br /> O <br /> 11 C <br /> s <br /> J <br /> R <br /> Nes: 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 /> A. <br /> LOG OF TEST PIT TP-1 <br /> 11 a <br /> t Project • Rockefeller Apartments <br /> t G EO E N G I N E E R S�� Project Location: Everett,Washingtonfhl Figure A-2 <br /> > Project Number: 12547-001-00 Sheet 1 of 1 <br />