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I <br /> Date Excavated: 10/19/05 Logged by: TB2 <br /> 111 Equipment: Case 580 Backhoe Surface Elevation (ft). 110 <br /> c <br /> 1 OTHER TESTS <br /> MATERIAL DESCRIPTION e AND NOTES <br /> I ..., <br /> . ..= z <br /> >..., Z... 2 S2 2 0.2 <br /> mg. 8-0 8 <br /> = cs <br /> .22 z <br /> 2 (17 (I) 6_9 8(3*. 0 o <br /> 2 0 <br /> -110 0 <br /> I .. .• SM 2 inches of crushed gravel over brown silty fine to medium sand with <br /> gravel and rubble(loose,moist)(fill) <br /> .. . <br /> I _ . <br /> . . <br /> 7 1 ..... :. 19 <br /> ... <br /> I - <br /> - --—• <br /> . : . : SM Gray silty fine to medium sand with gravel and occasional cobbles(dense .. <br /> • . to very dense,moist)(glacial till) <br /> . . • _ <br /> 1 _ <br /> 7 2 .... . <br /> Test pit completed at 4.5 feet .. _ <br /> —105 5— No groundwater seepage observed <br /> — <br /> 1 No caving observed <br /> 1 _ <br /> 1 - _ <br /> 1 - - <br /> —100 10— — <br /> 1 <br /> ..§ <br /> I (31-.- - <br /> q <br /> I 1 ri <br /> 0_ <br /> CD - - <br /> 6 <br /> 0 <br /> ics <br /> 0_ _ <br /> % <br /> 6 <br /> _.. <br /> g—95 15—^ — <br /> I of,' <br /> , <br /> 0 <br /> 0 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 /> -1. <br /> 7 r <br /> C4 LOG OF TEST PIT TP-6 <br /> I ii.:: <br /> f <br /> b <br /> on,. Project: Rockefeller Apartments <br /> t GEOENGINEERS Project Location: Everett,Washington <br /> I (c' Project Number: 12547-001-00 Figure A-7 <br /> sheet 1 of 1 <br />