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~ <br />i# <br />,{ ~ Field Engineer : T. Harnson <br />~ <br />~~~~~ <br />' <br />~],7( <br />{n~ Hole Diameter : 4"solitl LOG OF BORING T62 <br />1 <br />, + <br />, Drilling Method '. Continuous Flight Auger <br />~] <br />R DIVISION Of iR1GON~~r tl [hod <br />p <br />n <br />g M34 <br />California Sampler <br />ll7 Da e <br />D <br />il <br />le c <br /> Total Depth : 1e feet Airport Business Park Access Road <br /> Location : Station 4+35, 35 Feet Gravel LLC <br /> right of center line <br /> Project Number 60663GE <br /> <br /> Sample Type Water Level <br /> ® Mod. California Sampler Z Water Level During Drilling <br /> ® Bag Sample 2 Water Level After Drilling <br /> Standard Split Spoon ~ <br />Depth = ~ p' ~ <br />in a <br /> U ~ ~ y <br />REMARKS <br />Feet DESCRIPTION ~ n - <br />° ~ <br /> (7 r m <br />0 GLAY, silty, medium stiff, slightly moist, brown to red <br /> CL . <br /> Gravel and cobbles, clayey, sandy, dense to very dense, <br />5 slightly moist, brown. <br /> <br />10 <br /> Clay and gravel, sandy, loose, wet, brown. GC ~'~: <br /> Formational material, Animas formation, hard, wet, brown to <br /> gray. <br />15 <br /> Bottom of test boring at eighteen (18) feet. <br />20 <br />25 <br />30 <br /> <br />i i <br /> <br />o' <br />of <br />~, <br />1Q <br />