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SLOW/ SAMPLE <br /> OVA uSC• WELL. <br /> FT NO DESCRIPTION COmST <br /> ASPHALT <br /> L4. <br /> 2 0 <br /> o � <br /> 4 0 <br /> 3 SAND: brown, moist, trace silt, fine to <br /> B 3 SP medium, sand, trace coarse sand, loose <br /> ppmv S-10010NOSC <br /> a- <br /> 10- 7 SAND: grey--white, moist, fine to coarse, r= <br /> 7 t= <br /> sub angular, medium dense, NOSC r. <br /> i. <br /> 12 ppmv 9 5-1002 SANDY SILT: brown, trace rust staining, _ <br /> ML moist, fine sand, stiff, NOSC <br /> 14— �_ <br /> I <br /> m 11 SP SAND: greenish, grey brown, moist to wetj I <br /> U_ 16 15 fine to coarse medium dense, NOSC °.,° <br /> 0 21 S-1003 <br /> • t ppmv <br /> a = <br /> t. <br /> SANDY SILT: brown, wet, fine to coarse -_ <br /> 20 ML sand, partially cemented, hard, NOSC <br /> 27 <br /> -- 30 -- t_- <br /> 22 <br /> Y <br /> SAND: brown, wet, some silt, fine to <br /> 2a medium, trace coarse sand, very dense, <br /> 17 NOSC }_ <br /> 28 <br /> 21 t_ <br /> -- 30 -- <br /> 28 SP - <br /> 30 17 SAND: brown with rust staining, wet, <br /> 25 <br /> little silt, fine, very dense, NOSC <br /> -- 30 - <br /> 32 A I r - <br /> H KLEINFELDER & ASSOCIATES <br /> FOOD & LIQUOR #76 PLATE <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING MANTECA, CALIFORNIA <br /> PROJAELAND ANO WATER RESOURCES <br /> E=CTo 24-2053--1 LOG OF BORING NO. MW-1 <br />