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s Date Excavated: 10/19/05 Logged by: TB2 <br /> 5 Equipment: Case 580 Backhoe Surface Elevation (ft)• 117 <br /> I e <br /> i <br /> ° MATERIAL DESCRIPTION Id <br /> OTHER TESTS <br /> >,,,, 1 d 2 U m AND NOTES <br /> o0 00 a a -8. ja rN <br /> W w L]w o T a e. <br /> SM 3 inches of sod over brown silty fine sand(loose,moist) <br /> - SM Tan silty fine to medium sand with occasional gravel(loose,moist) - <br /> —115 - - - — <br /> II <br /> - X 1 _ 8.3 <br /> - <br /> I - - SM Gray silty fine to medium sand with gravel and occasional cobbles(dense, <br /> moist)(glacial till) <br /> 5 . SP-SM Gray fine to medium sand with silt and occasional gravel(dense,moist) - <br /> (advanced outwash) <br /> 1 —110 - - - — <br /> I 2 : - <br /> 3 <br /> 10 Test pit completed at 10 feet <br /> I No groundwater seepage observed <br /> Slight caving observed from 5 to 10 feet <br /> —105 - <br /> i > <br /> WO <br /> 6 - <br /> 0 <br /> 0 <br /> An S <br /> 1- <br /> - - <br /> I <br /> L1- - <br /> N es: See Figure A-1 for explanation of symbols. <br /> I r 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 /> • <br /> $� <br /> N <br /> LOG OF TEST PIT TP-3 <br /> IProject: Rockefeller Apartments <br /> G EO E N G I E E R S Project Location: Everett,Washington <br /> Figure <br /> Project Number: 12547-001-00 A-4 <br /> � Sheet 1 of 1 <br />