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Project: California Army NAtional Guard, FMS24 Log of Soil Boring: <br />Location: Stockton, CA Project Number: 18600251.02041 1 FMS24SB03 <br />43 <br />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />52 <br />53 <br />54 <br />55 <br />18/181 <br />181181 <br />0.01 <br />37.41 <br />2.611 <br />A <br />- <br />PID (ppm) <br />p, <br />5 <br />E <br />m <br />O <br />U <br />r" <br />Sample IA F <br />C111GLoghtc LCTIIOLOG Y DESCRIPTION BOREHOLE COMPLETION <br />43 <br />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />52 <br />53 <br />54 <br />55 <br />18/181 <br />181181 <br />0.01 <br />37.41 <br />2.611 <br />2870 Gateway Oaks Dr., Ste 150 <br />Sacramento, CA 95833 <br />914.679-2000 <br />- <br />43 <br />0. <br />44 <br />Q::: D.: <br />Op. <br />- -- <br />-:::D.: <br />45 <br />SANDY LEAN CLAY (CL), light olive brown (2.5Y 5/3), moist, 55% <br />Q ' <br />fines, 45% fine to medium sand, low plasticity, slow dilalency, low <br />toughness, medium dry strength, cemented nodules, hydrocarbon -like <br />g pp: <br />46 <br />odor. <br />47 <br />•D::iiD: <br />D <br />48 <br />0,:::6; <br />49 <br />50 <br />LEAN CLAY (CL), light olive brown (2.5Y 5/3), moist, 90% fines, <br />t7 0 Q' <br />0. <br />10%fine sand, medium plasticity, no dilatency, medium toughness, <br />— _ <br />high dry strength, slight odor, <br />: : : <br />51 <br />------------------------------------ <br />Op: <br />• <br />POORLY GRADED SAND (SP), light olive brown (2.5Y 514), moist <br />to wet, 95% fine to medium sand, 5% fines, trace coarse sand, angular <br />52 <br />to subrounded, trate fine gravel, subangular to subrounded, <br />; • ; Q ; <br />micaceous, no odor. <br />53 <br />• <br />.1.I>= 55 feet bgs <br />0 O <br />due to flowing <br />54 <br />Q ' <br />sands 12 feet into <br />augers. <br />0;.: <br />-:a <br />55 <br />2870 Gateway Oaks Dr., Ste 150 <br />Sacramento, CA 95833 <br />914.679-2000 <br />