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v <br /> UNIFIED SOIL CLASSIFICATION SYSTEM <br /> MAJOR DIVISIONS LTR DESCRIPTION MJOR DIVISIONS LTR DESCRIPTION <br /> CW Wrll-graded gravels or gravel sand ML Inorganic silts and very fine <br /> a ure>, little or no fines. sands, rock flour, silty or <br /> -- GRAVEN m SII TS clayey fine sands or clayey silts <br /> GP Poorly-graded gravels or gravel cllh slfine plasticity. <br /> ortcl <br /> AND sand m cure, liu le or no lines. AND' CL Inorganic clays of Iw to medium <br /> GRAVELLY GM Sill, gravels, 9ravel-sand-clay CLAYS plasticity, gravelly clan, sandy <br /> SOILS ialu•es. <br /> lL<Sp clays. silty clays. Ican clays. <br /> COARSE GC Clayey 9•avels. grave l-sand-c l aY PINE OL Organic silts and organic silt- <br /> CAAINED ixturrs. GRAINED clays of lo, plasticity <br /> SOILS SW Well-graded sands or gravelly MM Inorganic silts, micaceous or <br /> sands, little or no fines. SOILS SILTS diato,,craus fine and, or sitly <br /> soils. elastic silts <br /> SAND <br /> SP Poorly-graded sands or gravelly AND CN Inorganic clays of hi n laslicil <br /> AND sands. little or no fines. CLAYS at clays. 9 D Y. <br /> SANDY SM Silty sands, sand-silt mixtures. LD50 OM Organic clays of medium to high <br /> SOILS plasticity. <br /> SC Clayey sands, sard-clq mixtures. HIGHLY pt P<at and other highly organic <br /> ORGANIC $OILS soils. <br /> Standard penetration split spoon sample a Blank casing <br /> ' Modified California Sampler <br /> IShelby tube sample Screened casing <br /> Water level observed in boring <br /> * No recovery Cement grout <br /> _ o: <br /> NFWE No free water encountered <br /> NOSC No odor, scent, or fluid cut ® Bentonite <br /> NOTE: Blow count represents the number of blows <br /> of a 140-pound hammer falling 30 inches <br /> per blow required to drive a samplerSand pack <br /> through the last 12 inches of an 18-inch El <br /> penetration. <br /> NOTE: The line separating strata on the logs <br /> represent approximate boundaries only. <br /> The actual transition may be gradual . <br /> No warranty is provided as to the continuity <br /> of soil strata between borings . Logs <br /> represent the soil section observed at <br /> the boring location on the date of drilling <br /> only. <br /> ).H. KLEINFELDER 8 ASSOCIATES CITY CITY OF LODI PLATE <br /> 6EOTICHNICAL CONSLIITANTS . AlTISTINc LODI, CALIFORNIA 3 <br /> PROJECT NO. 24-2038-1 BORING LOG LEGEND <br />