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Z <br /> o C)= u w ABLOW COUNT INSTALLATION AND <br /> DEPTH u Q d Z a •MOISTURE CONTENT% COMMENTS <br /> = MATERIAL DESCRIPTION >w 1— g <br /> FEET a w O w_I < ® RQD% 77)CORE REC% <br /> cc N <br /> u 18.2 I— 0 50 100 <br /> 0 'Vif Medium dense, brown GRAVEL with silt <br /> o- dg and sand (GW-GM); moist,fine to <br /> �o ° coarse and angular, sand is fine to <br /> o..� <br /> yo coarse FILL. <br /> c <br /> :o(:i <br /> 5�c <br /> '� 32 <br /> ^p c f rn <br /> o I—.ol� <br /> Medium stiff, gray SILT(ML), minor 9.0 7 <br /> 10— sand and gravel; wet, sand is fine to 7 First 6 inches of sampler <br /> coarse, gravel is fine to coarse - FILL. A appeared to be bouncing on <br /> piece of wood. <br /> 5_2 Organics(wood)obse rved in <br /> okDense, gray GRAVEL with silt, sand, 3'0 cuttings at-12.S feet. <br /> Hard,gravelly drilling at <br /> -,:. and cobbles (GW-GM); wet, fine to <br /> 13.0 feet. <br /> 15 O `�c coarse and angular, sand is fine to - Rock in tip. No recovery at <br /> — .:: <br /> coarse - FILL. <br /> ,o 34 15.0 feet. <br /> y�.� A Used California sampler to <br /> c collect sample. <br /> o..� — Hole unable to stay open. 6- <br /> -vv..° Inch-diameter casing pushed <br /> 13>Oc� o 2 to 15.0 feet to keep hole <br /> _4 _. open. <br /> Very loose, gray, silty SAND(SM),wet, 18.0 Bouncing during SPTfrom <br /> - fine. 16.0 to 16.5 feet. <br /> 20 <br /> 3 Lots of wood In cuttings <br /> P200 A • from 20.0 to 25.0 feet. <br /> P200=44% <br /> 25—' A— <br /> r • <br /> P No return on the Shelby. <br /> -10.3 ,_ <br /> Y — Medium dense, gray, silty SAND (SM); 28.5 <br /> wet,fine to medium. <br /> 0 30— <br /> wc !I 15 <br /> a <br /> 0 <br /> 1 <br /> z <br /> F <br /> a <br /> • 35 • interbedded with stiff, gray, sandy SILT ;2 <br /> N (ML); wet, sand is fine at 35.0 feet <br /> w <br /> o <br /> 0 <br /> U <br /> a <br /> U <br /> m <br /> m 40 <br /> 0 0 50 100 <br /> m <br /> N <br /> z DRILLED BY:Holocene Drilling,Inc. LOGGED BY:TAP COMPLETED:06/22/15 <br /> 0 <br /> U <br /> BORING METHOD:mud rotary(see document text) BORING BIT DIAMETER:3 7/8 inches <br /> 0 <br /> a <br /> u GEODESIGN= POLYGON-128-01 BORING B-3 <br /> z <br /> p 15575 SW S Parkway-Suite 100 EVERETT RIVERFRONT ECLIPSE SITE FIGURE A-3 <br /> m Portland OR97224 AUGUST 2015 <br /> Off 503.968.8787 Fax 503.968.3068 EVERETT,WA <br />