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SLOW/ SAU►LE <br /> OVA FT NO LISCS 9ESCR1►TION WELL <br /> CONST <br /> ASPHALT <br /> 2 0 ° <br /> 0 <br /> o <br /> o <br /> 4 • <br /> 0 0 <br /> 7 SAND: brown, moist, trace silt, medium <br /> 6 6 sand, trace fine and coarse sand, <br /> ppm6 S-2001 medium dense, NOSC <br /> $ 5P <br /> is 4 <br /> 5 SAND: grey, moist, little silt, fine to _- <br /> medium sand, trace coarse sand, medium <br /> 12 ppmv 10 S-2002 dense, NOSC <br /> V. <br /> 14 <br /> w <br /> w <br /> 8SAND: grey, wet, fine to coarse, medium - 0 <br /> 16 8 dense NOSC = <br /> .E 0ppmv 9 S-2003 SILT, brown, moist, little clay, trace <br /> a sand, very stiff, NOSC = <br /> 0 18 <br /> 20- ML - <br /> 12 SANDY 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 /> lI <br /> 26-1 19 -- <br /> -- 21 SM = <br /> 2B- <br /> k1SILT: brown, moist, some clay, hard, <br /> NOSC _ <br /> 30 10 <br /> 15 M' <br /> -- 22 --. _- <br /> 32 = <br /> H KLEINFELDER & ASSOCIATES FOOD & LIQUOR #76 PLATE <br /> CFCIFCHNICAL CONSULTANTS + MATERIALS TESTING MANTECA, CALIFORNIA <br /> LAND AND WATER RESOU4CES <br /> PROJECT No 24-2053-1 LOG OF BORING NO. MW--2 <br />