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Field Engineer : T. Hamson <br />~ ~ ~ ~ <br />~~ "oleDlameter 4 5°rd LOG OF BORING T83 <br />i ~ 1 l ^ Drilling Method : Continuous Flight A Uger <br /> A DIVISION O <br />N <br />' ethod <br />p <br />n <br />g ~tl <br />fialifomia Sam pler <br /> f iRIGO <br />~ <br />~ l d <br />Date <br />D <br />il i <br /> Total Depth : 20 feet Airport Business Park Access Road <br /> Locafion : Station 4+30, 5 teet Gravel LLC <br /> left of center line <br /> Project Number 50663GE <br /> <br /> Sample Type Water Level <br /> Mod. Calif°mia Sampler ~ Water Level During Dulling <br /> ® Bag Sample Q Water Level After Drilling <br /> Standard Split Spoon ~ <br />Depth = ~ a ~ <br />in ` <br /> v ~ E 3 w REMARKS <br />Feet DESCRIPTION ~ , i - <br />° ~ <br /> v n ~ <br />0 <br /> CLAY, silty, medium to sfightiy stiff, moist to slightly moist, <br /> brown to red <br /> CL <br />5 Gravel and cobbles, clayey, sandy, dense, to very dense, <br /> slightly moist, brown. <br /> <br />10 <br /> Weathered formational, Animas formation, claystone, <br />15 medium hard, wet, brown. to gray. <br /> Formational material, Animas formation, hard, dry, gray. <br />20 Bottom of test boring at twenty (20) feet. <br />25 <br /> <br /> <br />30 <br /> I <br />~ ii <br />~ I <br />J <br />~5~ <br />1D <br />0 <br />~I <br />