Laserfiche WebLink
Feid Engineer T Hartison <br />1R~l~~N E R i Hole Diameter :4 "solid LOG OF BORING TB1 <br /> Drilling Method :Continuous Flight Auger <br />R DIVISION Of iRI <br />N~~ ethod :Mad <br />O alifornia Sampler <br />p <br />0 <br />GO <br />~ tl <br />Date <br />Dr / <br /> Total Depth ; 21.5 feet Airport Business Park Access Road <br /> 4ocation :Station 4+80, 75 feet Gravel LLC <br /> ~. ri ght of censer line <br /> Project Number 60663GE <br /> <br /> Sample Type Water Level <br /> ® Mod, California Sampler Z Water Level During Dolling <br /> ® Bag Sample S. Water Level After Drilling <br /> _ Stantlartl Split Spoon ~ m <br />Depth = ~ o ~ <br />in <br /> U Q E 3 REMARKS <br />Feet DESCRIPTION ~ ~ n ° <br /> f m <br />0 <br /> GRAVEL and cobbles, clayey, sandy, dense to very dense, <br /> Blighty moist, brown <br />6 :~ <br />' <br /> GP ' <br />:; <br />10 <br /> Weathered formational material, Animas formation, <br /> claystone, medium hard, wet, brown. <br />15 <br /> Formation material, Animas formation, claystone, hard, dry <br /> brown to gray <br />20 <br />Bottom of test boring at twenty-one and one-half (21 1/2) <br />feet <br />25 <br /> <br />~} <br />30 <br />a <br />35 <br />J <br />'0= <br />