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Date Excavated: 10/19/05 Logged by: TB2 <br /> 1111 Equipment: Case 580 Backhoe Surface Elevation (ft). 110.5 <br /> a.) <br /> .ca <br /> ,„ OTHER TESTS <br /> o MATERIAL DESCRIPTION G.)a' AND NOTES <br /> 1 3 -o z <br /> -, — a) a) c) <br /> - 4... a 4-. y- Y-Y. :a. 0.75 <br /> 9. 4) 0 0 g cd- a ..2 , <br /> = <br /> ... a, <br /> 4 111 4 CD4412_., <br /> co Cl) CD-I Ow <br /> 0 <br /> i r-110 . . • SM 4 inches of crushed rock over gray/brown silty fine to medium sand with <br /> •.• . • <br /> • '.•.•. <br /> •...... gravel(loose,moist)(fill) _ <br /> - 4._ _. <br /> .:: . • SM Brown silty fine to medium sand with occasional gravel,debris and roots <br /> - <br /> •• <br /> ". <br /> . • <br /> (loose,moist)(fill) <br /> - _ <br /> I X 1 :..e...•g•: <br /> — .. ... <br /> _ <br /> - • SM Gray silty fine to medium sand with gravel and occasional cobbles(dense <br /> _ <br /> 1 _ . . . <br /> - to very dense,moist)(glacial till) _ <br /> 5 v • •• — <br /> 8.6 <br /> A •- • <br /> I —105 <br /> Test pit completed at 5.5 feet <br /> No groundwater seepage observed <br /> _ <br /> Slight caving observed from 0 to 3.5 feet <br /> - _ <br /> 1 <br /> 1 <br /> 1 F.: <br /> 10— <br /> 1 —100 — <br /> 8 <br /> - -I <br /> i 0 - <br /> (., <br /> To'it- <br /> 111in <br /> a. <br /> P <br /> 8- _ <br /> ..." <br /> @ _ <br /> ,..1 <br /> I —- <br /> ...) <br /> < <br /> "I E Notes: See Figure A-I for explanation of symbols. <br /> E. 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 /> Pt <br /> LOG OF TEST PIT TP-5 <br /> Project: Rockefeller Apartments <br /> E GEOENGINEERS/2 Project Location: Everett,Washington <br /> 7 I Project Number: 12547-001-00 Figure A-6 <br /> Sheet 1 of 1 <br /> I <br />