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ri <br /> 3 <br /> I <br /> wELi. <br /> '48 110,Effal <br /> NEM 9101"WHI, <br /> LBLOw, DAUPLFtlVA FT ,�O WC! OLSC RIP TION CON37. <br /> ASPHALT <br /> ti• <br /> 2- <br /> 4- <br /> 3 <br /> 43 SP SAND: !)town, moist, trace silt, Eine to <br /> 6 3 medium, sand, trace coarse sand, loose <br /> 0 4 S•-1001 NOSC <br /> ppmv <br /> 8 <br /> 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 /> ML moist, fine sand, stiff, NOSC <br /> 14- - w <br /> 11 SAND: greenish, grey brown, moist to wet, i <br /> Ii 18 15 SP fine to coarse medium dense, NOSC =_ <br /> 0 21 S-L003 <br /> a ppmv <br /> 0 1B <br /> SANDY SILT: brown, wet, fine to coarse <br /> ML sand, partially cemented, hard, NOSC =- <br /> 20 - <br /> 27 = <br /> -- 30 -- _ <br /> SAND: brown, wet, some silt, fine to <br /> 24 medium, trace coarse sand, very dense, <br /> NOSC *- <br /> 17 - <br /> 26 21 -- <br /> -- 30 -- -- <br /> 28 SP <br /> 3017 SAND: brawn with ruse staining, wet, _- <br /> 25 little silt, fine, very dense, NOSC <br /> -- 30 -- _ <br /> 32 = <br /> FOOD & LIQUOR #76 PLATE <br /> J.H. KLEINFELDER &.ASSOCIATES a E }`�»/+�{ CALIFORNIACEOTECHNICAL CONSULTANTS•MATFIVALS TESTING MAN t ECA, CA3 <br /> - <br /> LAND ANO WATER StESOURCES <br /> PROJECT N0. 24-2053-1 . LOG OF BORING NO. MW-1 <br /> Milli ii <br />