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&LO w1 SAMPLE WELL <br /> OVA FT NO YSCS DESCRIPTION CONST <br /> O • <br /> ASPHALT '. <br /> 2 <br /> o ' <br /> O <br /> 0 <br /> 4 p: <br /> 3 SAND: brown, moist, trace silt, fine to <br /> 6 3 SP medium, sand, trace coarse sand, loose <br /> mS-100111111 <br /> ppv NOSC <br /> g � C <br /> 10 7 SAND: grey-white, moist, fine to coarse, _ <br /> 7 sub angular, medium dense, NOSC = <br /> 12 ppmv 9 5-1002 SANDY SILT: brown, trace rust staining, <br /> moist, fine sand, stiff, NOSC <br /> 14 - <br /> 7. <br /> Li <br /> = 1 <br /> 11 SAND: greenish, grey brown, moist to wet, = -1 <br /> co <br /> ti 1g 15 SP fine to coarse medium dense, NOSC = �, <br /> 0 21 S-1003 <br /> t ppmv <br /> CL }_ <br /> SANDY SILT. brown, wet, fine to coarse = <br /> ML sand, partially cemented, hard, NOSC <br /> 20 - <br /> 27 = <br /> -- 30 -- <br /> 22 - <br /> SAND: brown, wet, some silt, fine to �- <br /> 24- <br /> [//I <br /> 4 medium, trace coarse sand, very dense, _ <br /> 17 <br /> NOSC <br /> 26- 21 <br /> 30 -- <br /> 2g SP <br /> 30 17 SAND: brown with rust staining, wet, =_ <br /> 25 little silt, fine, very dense, NOSC _- <br /> 32 30 -- _ <br /> 1 H KLEINFELDER & ASSOCIATES FOOD & LIQUOR #76 PLATE <br /> GEOTECHNICAL CONSULTANTS .MATERIALS TESTINGM MANTECA, CALIFORNIA 3 <br /> LAND AND wwffFt RESOURCES <br /> PROJECT NO 24-2053-1 LOG OF BORING NO. MW-1 <br />