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I! <br /> <br /> Fieltl Engineer T Harrison <br />TR~UTN ER ~ Hole Diameter :4"solid LOG OF BORING TB6 <br /> Drilling Method :Continuous Flight Auger <br />A DIVISION Of iRIGON~' ~ ethod <br />p <br />g 7 <br />3tl <br />salifornia Sampler <br /> Date <br />Dril <br />led / <br />i <br /> Total Depth : 9 feet Airport Business Park Access Road <br /> Location :Station 14+40, center line Gravel LLC <br /> of roatl <br /> Project Number 50663GE <br /> <br /> Sample Type Water Level <br /> ® Motl. California Sampler ~ Water Level During Drilling <br /> ® Bag Sample ~ Water Level After Drilling <br /> Standard Split Spoon ~ <br />Deplh <br />in = ~ o' <br />~ ~ <br /> <br />U <br />~ <br />E <br />3 ~ REMARKS <br />Feet DESCRIPTION ~ w - <br />° 3 <br /> ~ m <br />0 <br /> CLAY and cobbles, slightly sandy, gravels, dense, moist, <br /> brown. <br /> GC ~~~:.-°~~ <br /> afs <br />5 Formational material, shale, hard, dry gray to green sots <br /> Bottom of test boring at nine (g) feet. <br />10 <br />16 <br />20 <br />25 <br />30 <br />a <br />J I <br />i <br />7 <br />:5 ~ <br />i0~ <br />