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,c:` �- - `� -�' ,�' + - "'"'t^�,� -� _- �s-"A".� 4•`"�, _- . �a-`�,...,r, ;=_ `g" ~t "=� ;r a� �`r�.%,->z -'� �;'_',�- __S 3` <br /> a-f <br /> s <br /> UNIFIED SOIL CLASSIFICATION SYSTEM <br /> HAJO4 OIVISIDpS LIP OESCR'Py'CN <br /> MAJOR DIVISIONS LIP p(SCRIP1rDN rel Innf gaol[ %J 111* and very firer <br /> Cy Sir II-qr adrd gravels or gravel sand sands. lmflpur, Sitm <br /> i tl ures. lis tie or no i;nrs. clever fine sands or clat7 y e7 silts <br /> '" ��^--'--- SINS rirA slignt R1aslic itY• <br /> Os.RVLL GP Poorly-graded gravels or gravel apo a, <br /> sand �i.,urr. little ar no tints. CL Inorganic clays O <br /> ANPf It>• 1d mediu <br /> 1-sen d-c la CL Aro plasl.0 fy, 9ra+rlly clays, sandy <br /> GRAVCLLr GH Silly 9•ave ls. 9ravr r LV 50 Nays. sit„ clary. lea- clay+. <br /> SOILS '"'•l urrs —' <br /> rts, gravel-sand-clay fly( OL Or gan;e srl a ane prganrc silt- <br /> CDARS[ GC Claret 9'ye clays ret low Pl+stici,r <br /> inial urr4. W A,N(Dni UGenu♦ or <br /> GRA IN EU Inor gene[ sri,+, r _ <br /> SW yell-graded sands ar gravrlll SOILS dralor"acao�s line sar+dv <br /> SOILS l;tele or no fi-es. SIL14 softs. elastic sills <br /> sands. <br /> SAND SP Poorly-gradrd sands or gravy Ill AND CH knargA­c clays of reign alastitr U. <br /> sands. little or no fines. CLAYS las Clays. <br /> AND LLVSO OH Orgar.r c clays of medium to hrgn <br /> SANDY SK Silty sands. sand-silt '+i.I ures" plasticity. <br /> SOILS HIGKLy 9t Pcal and otnrr nignlr organ[ <br /> ORGANIC SOILS <br /> SC liar eY 4ane4. tand•L lay nialUrlS- 1ni 11. <br /> Standard penetration split spoon sample <br /> Blank casing <br /> OR Modified California Sampler <br /> Screened casing <br /> Shelby tube sample <br /> Water level observed in boring <br /> Cement grout <br /> No recovery <br /> goo NRdE 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 Sand pack <br /> per blow required to drive a sampler <br /> through the last 12 inches of an 1B-inch <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 /> PLATE <br /> 1=OOo.sL.LloueR .7s.. <br /> -H. KLEINFELDER & ASSOCIATES <br /> ,.kD11CHMICAI COhStIIANIs • AaA1LRlAlS I(Sllrc MANTECA, CALIFORNIA <br /> BORING LOG LEGEND <br /> PROJECT NO. 24-2053-1 <br />