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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 /> 1 m <br /> t <br /> o a <br /> MATERIAL <br /> w to L <br /> DESCRIPTION REMARKS <br /> G la <br /> 4'y -m <br /> N a) a) c N N ,• C 0 <br /> LL 0 I- V)I- 0 00 w U <br /> `' ' SOD 3 to 4 inches sod and topsoil (Probe)P=4 to 6 inches <br /> .. <br /> ISP-SM Gray/brown fine to medium sand with silt(loose to medium dense,moist) <br /> (fill) <br /> I 14 <br /> I AI' <br /> I <br /> SM Gray silty fine sand with occasional gravel(very dense,moist)(glacial till) <br /> 10 <br /> 1� <br /> -h 2 )(1 •...'... <br /> - - <br /> P<%z inch <br /> 1 <br /> i - 3_ <br /> - - <br /> L <br /> 4- - - P<Yz inch <br /> I w <br /> o <br /> c <br /> 8 <br /> Cw <br /> • <br /> z / 3 10 <br /> I <br /> o / <br /> w <br /> E Qb <br /> I <br /> a No groundwater seepage observed <br /> No caving observed <br /> m <br /> 0 <br /> a <br /> a <br /> z <br /> 6 <br /> I o 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''/z-foot. <br /> Q. f <br /> a <br /> 5 <br /> I <br /> o Log of Test Pit TP-3 <br /> Project: Administration Building Office Expansion <br /> I z �� N G Project Location: Everett,Washington <br /> Figure A-4 <br /> (7 <br /> w Project Number: 0482-031-02 Sheet 1 of 1 <br />