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I <br /> Date Excavated: 10/19/05 Logged by: TB2 <br /> Equipment: Case 580 Backhoe Surface Elevation (ft) 110.5 <br /> _Ill <br /> I tv" <br /> 1 .4) <br /> c E <br /> 0 z <br /> MATERIAL DESCRIPTION .....-:, OTHER TESTS <br /> NOTES <br /> I .= <br /> co , ,, z <br /> 0 Q <br /> >— a_..., — -- :2 0:5 <br /> S2 a) (1) a) 2- o. =-2 <br /> Lu 4) r) 4) c c co 0 0 c e.6 <br /> = 0 <br /> y).-E <br /> '''''''' CIS di 0 i- >, 0 0 <br /> co CI 0_, (.9 cn 2 o <br /> 0 <br /> i —110 . ,- SM 2 inches of crushed rock with occasional debris over brown silty fine to <br /> .... . <br /> - <br /> medium sand with gravel(loose,moist)(fill) <br /> --1 <br /> - ----,— <br /> '.• . SM Tan silty fine to medium sand with occasional gravel and roots(loose, <br /> II •. ..• <br /> . . <br /> • . . <br /> - moist) <br /> - _ <br /> -X 1 -..' 7.0 <br /> _ . . <br /> • . - Becomes medium dense _ <br /> _ <br /> _ <br /> SM Gray silty fine to coarse sand with gravel and occasional cobbles(dense to <br /> . . <br /> 1 _ •- _ very dense,moist)(glacial till) <br /> - <br /> 1 v • .•—105 5 L. .. . <br /> _ — <br /> . : : <br /> _ <br /> Test pit completed at 6 feet <br /> i - <br /> _ No groundwater seepage observed <br /> No caving observed <br /> 11 <br /> - _I -- <br /> - <br /> 10— <br /> .1 —100 _ <br /> co <br /> - <br /> q <br /> cok- _ <br /> •i > <br /> cTi <br /> ..o <br /> [17 <br /> - <br /> 0 <br /> 6- -o <br /> I0) <br /> g 15— <br /> i 9.7 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 /> g <br /> V <br /> LOG OF TEST PIT TP-4 <br /> I F_ <br /> (..... Project: Rockefeller Apartments <br /> c- GEoENGINEERS_.."1 Project Location: Everett,Washington <br /> Figure A-5 <br /> 1 › Project Number: 12547-001-00 Sheet 1 of 1 <br />