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, i Fieltl Engineer T Harrison <br />' <br />{n~ <br />TRA~~N ~ Hole Diameter : 4"solitl LOG OF BORING TB5 <br />1 <br />l Dolling Method '. Continuous Flight Auger <br />A DIVISION Of iRIGON~~i7 ethotl : <br />9 M <br />p Mod <br />salifornia Sampler <br /> tl <br />Date <br />Dd / <br /> Total Depm : is feet Airport Business Park Access Road <br /> Location : Station 13+25, 20-25 feet Gravel LLC <br /> above center line <br /> Project Number 50663GE <br /> <br /> Sample Type Water level <br /> ® Mod. California Sampler ~ Water Level Dunng Drilling <br /> ® Bag Sample ~ Water Level After Drilling <br /> Standard Split Spoon ~ <br />Depth = ~ a ~ <br />i N <br />" c <br />i ~ ~ 3 REMARKS <br />Feet DESCRIPTION ~ ~ - <br />° <br /> ~ m <br />0 <br /> CLAY and cobbles, slightly sandy, gravels, dense, moist, <br /> brown. <br /> <br />10 <br /> Formational material, shale, hard, dry t slighfty moist, purple <br /> fo gray. <br />15 <br /> Bottom of test boring_ai nineteen (19) feet. <br />20 <br />25 <br />7 <br />30 <br /> <br />a <br />Ja <br />J I <br />j <br />35 <br />~~ <br />~I <br />_, <br />i0 -. <br />