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111111 11,1111,1111,1111,1111,11 <br /> UNIFIED SOIL. CLASSIFICATION SYSTEM <br /> • VAJORDIVISIONS VrR DESCRIPTION g,IAIORDIVIS03 LTR DESCRIPTION <br /> G w WarFgraded gravels a gravel sand Miaurm,lags 4nrgatic sbs and wry rYa sands,rock III - <br /> GRWEL or no ll�. SILTS ML :*y arcFayey fir.sands or ckysy bas with <br /> sight IoLwh ly <br /> AND G P poorly-graded gravels or gravel nand rrigwle,Into AND _ <br /> to no once, "ardC dale W low to rradlnm PWtkslt <br /> ._ GRAIELLY - CLAYS CL Prav*clays.sandy days.silly days.lean _ <br /> a H 8nygravolb,graver-sandell miauree. . <br /> SOILS Ll.<60 <br /> Organic baa and organic anttays or low - <br /> COARSE 0 Gla!'dY9rAwIs.4raveFearAtlaynilaturaa. FrJE DL Plaw�x - - <br /> GRAINED GRAINED <br /> Well-graded sands ar rave sande,line or no <br /> SOILS SAND S W linea. P b SOILS Sg]S ►t H Inorganic tiu.T�wtewsor dalornacaau <br /> - tine a sIry sot'k,elast'.:c)u <br /> . AND pocdy-graded bards or gravely sands."W or ne AND <br /> . ...." SANDY S P fines. CLAYS C H Irwrgank clays of high plastictF Tat days. <br /> SOILS S rh SPtI'bands.sand,std ill Miaurm. LLs So 0 H Organic days dmedium to I plastldty <br /> . <br /> SIC Clayey bands,and day Mixtures. HIGHLY ORGANIC SOILS P l Pear and aha hlgwy organic sags. - . . . <br /> Y Standard penetration split spoon sample Blank casing <br /> ® Modified California(Porter)sample Scrbaned casing <br /> Shelby tube sample Gement grout <br /> Water level observed in boring Bentonito <br /> Stabilized water level Sand pack or gravel pack <br /> NFWE No free water encountered <br /> ,- NOSC No odor,scent,or fluid cut <br /> OVA Organic VaporAnalyzer <br /> PID Total organic vapors(parts per million)measured by a <br /> photoionization device <br /> NATES: Blow taunts represent she number of blows of a 14apound hammer falbrig 30 inches required to drive a sampW through the east 12 inches of an <br /> 184nch penetration. <br /> --- -------..— ---— The Gnus seperafing strata on the loss represent approxi ate boundaries any The actual Wimmition may be gradual.No warrdnry is provided ai---- ---- -- —------ <br /> a to the continuity of saT strata between borings. Lags rapreseni the soil secWn observed at the boring location on the date of drilling only. <br /> References to plasticity of cohesive soils are based on qualitarive Geld abservarions and not on quanttaive field or laboratory tests.Clualimi va <br /> soil plasticity Is noted solely to aid In straagraphic correlation and Is not Intended to geotechnical charaderizatlon of sats. <br /> BORING LOG LEGEND PLATE <br /> KLEINFELPER SAN JOAQUiN COUNTY <br /> MOTOR POOL A-1 <br /> „� PROJECT NO. 24-2344-00-B00 STOCKTON,CALIFORNIA <br />