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I <br /> Date Excavated: 9/28/2009 • Logged By: AKL <br /> IEquipment: Case 580 SL Backhoe Total Depth (ft) 5 <br /> SAMPLE <br /> m <br /> 6. <br /> w E m o - MATERIAL <br /> co al 0, E) REMARKS <br /> a) rn Z -' ea ca DESCRIPTION e <br /> I O m 07 a U 4- C <br /> > w S E c a 2, 'a o �- <br /> O- N E y 0 O U O O <br /> W O F-- (I)H U C7 U W m U <br /> —'' SOD 4 inches sod and topsoil (Probe)P=5 to 6 inches <br /> I ,' •1 <br /> SP Gray fine to medium sand(loose to medium dense,moist)(fill) <br /> 15 SA,%F=4 <br /> b X 1 . .•'. <br /> -51 1 <br /> SM Gray silty fine sand with occasional gravel(very dense,moist)(glacial till) <br /> y •:.•... <br /> 1' <br /> -h, 2 - - <br /> P</inch <br /> 1 <br /> 1� <br /> 5 3— <br /> w <br /> 0 <br /> w <br /> o <br /> ��ht0 4 - - <br /> w 10 P<yz inch <br /> c? <br /> rc <br /> w <br /> z <br /> a <br /> z <br /> w <br /> 2 <br /> E o� <br /> l'_hrO 5 <br /> No groundwater seepage observed <br /> A No caving observed <br /> m <br /> c <br /> Ti <br /> II <br /> s <br /> F <br /> z <br /> i <br /> I <br /> Notes: See Figure A-1 for explanation of symbols. <br /> g The depths on the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 1/2-foot. <br /> a♦ i <br /> a <br /> Log of Test Pit TP-1 <br /> a Project: Administration Building Office Expansion <br /> G EO E N G I N E E R S Project Location: Everett,Washington <br /> I <br /> m w Project Number: 0482-031-02 Figure A-2 <br /> 1 of 1 <br />