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_ BORING 3 Approximate v <br /> is 4$ & Ground Surface <br /> 9e" +° ,.&') • "e' 0" Description Elevation:92.0 ft <br /> — Multiple,thin layers of asphalt pavement(6 inches total)over; <br /> Light brown and light gray silty SAND with gravel and some charcoal pieces, <br /> —, FILL moist, medium dense(FILL) <br /> —— <br /> 1311 <br /> 5 1•111•••• ' <br /> -. ; Black, organic silt with wood pieces-PEAT,very moist,very loose I <br /> .. 7 2 -:: --:.•- <br /> — :....- PT :-._ 1 <br /> _ I <br /> . i <br /> — <br /> — <br /> .. ..... . <br /> 10 — I <br /> _ 2 4 I Gray to blue-gray clayey SILT, plastic,very moist to wet, soft i <br /> I <br /> ; <br /> — I <br /> 10 5 I ML <br /> I 15 — <br /> 14 6 I. , .. <br /> - I Y Orange-brown,slightly mottled,silty SAND with gravel,fine to medium grained, <br /> — moist, medium dense <br /> 50 <br /> — 7 I , :ii -becomes light gray,very dense(Glacial Tiff) <br /> (6.‘ <br /> i SM : <br /> 20 — <br /> 86 8 <br /> _ :i! i:• <br /> ' (11") <br /> — Test boring was terminated on May 3, 2012 at 21.5 feet. <br /> — Groundwater was not during drilling. <br /> i; <br /> 25- <br /> 1 <br /> . 1 <br /> , <br /> i <br /> 1 <br /> .i1 TEST BORING LOG <br /> -z- 4 GEOTECH 1110 Rainier Avenue <br /> CONSULTANTS,INC. Everett, Washington <br /> Job 12080 Date: Logged by: Plate: <br /> May 2012 JLH 5 <br />