Laserfiche WebLink
BLOW$ SAWPLE WELL <br /> OVA FT MO USCS DESCRIPTION CONST <br /> O <br /> ASPHALT <br /> o • <br /> fl O <br /> 2 0 . <br /> .o <br /> h O <br /> 0 <br /> 4 0 0 <br /> 7 SAND: brown, moist, trace silt, medium <br /> g 6 sand, trace fine and coarse sand, <br /> pp0 6 S-2001 medium dense, NOSC <br /> 8 SP <br /> 10 4 SAND• re <br /> 5 g y, moist, little silt, fine to _ <br /> medium sand, trace coarse sand, medium <br /> ppmv 10 5-2002 <br /> 12 dense, NOSC _- <br /> _ <br /> V <br /> 14 - w <br /> - w <br /> i <br /> 0 $ SAND. grey, wet, fine to coarse, mediumTjO <br /> 0 16 $ dense NOSC <br /> ppmv <br /> 00 9 S-2003 SILT. brown, moist, little clay, trace <br /> . sand, very stiff, NOSC ' <br /> CL <br /> 20 ML - <br /> 12 S:�\'DY SILT: rust brown, moist to wet, -- <br /> 16 hard, NOSC -- <br /> -- 21 --- _ <br /> 22 - <br /> SILTY SAND. brown-rust brown, wet, fine = <br /> 24 to coarse sand, dense, NOSC - <br /> 11 -- <br /> 26- 19 <br /> -- 21 -- sm = <br /> 28 <br /> SILT. brown, moist, some clay, hard, <br /> :NOSC = <br /> 30 10 - <br /> 15 ML _- <br /> -- _- <br /> 32 <br /> FOOD & LIQUOR #76 PLATE <br /> 1 H KLI_INFELDER & ASSOCIATES <br /> CEOTECHNICAL CONSULTANTS •MATERIALS TESTING KI MANTECA, CALIFORNIA q, <br /> LAND AND WATER RESOURCES <br /> PROJECT No 24-2053-'-1 LOG OF BORING NO. MW-2 <br />