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UNIFIED SOIL C',LASSIFICATION SYSTEM <br /> 5 <br /> MAJOR DIVISIONS LTR DESCRIPTION MAJCR DIVISIONS LTA DESCRIPTION <br /> welLgraded gravels of gravel sand mixtures,little Inorganic sits and very lire Bands,nock IbuC <br /> G w M L silly or Clayey Tina sands or clayey ahs with <br /> GRAVEL or no tines. SILTS slight plasticity <br /> AND G P Poorly-graded gravels or gravel sand mixture,little AND <br /> Inorganic dmm <br /> clays of low to ediuplasllcty, <br /> Of no lines. <br /> C L gravelly clays,sandy days,silly days.tear <br /> GRAVELLY CLAYS <br /> clays. <br /> COARSE <br /> G M SJty gravels,gravel-sandmixtures. <br /> SOILS LL a 50 <br /> FSE Organic silts and organic slit-clays.d law <br /> G C Clayey gravels.gravel­sandday mixlures. 0 L plasttC4 <br /> GRAINED GRAINED <br /> SOILS SAND S w <br /> WelLgraded sands of gravely sands.011ie or no SILTS M H Inorganic slits,m4amus or dtatonsacsous <br /> lines SOILS fine or silty soils,clastic*Ota. <br /> AND AND <br /> S P Poorly-graded sands or gravelly sands,Olde or no C H Inorganic clays of high plastichy,tat days. <br /> SANDY lines. CLAYS <br /> SOILS S M Sirty sands.sand.and silt mixtures. LL>.50 0 H Organic days d medium to high plasticgt <br /> S C Clayey sands,and day rnixtuees. HIGHLY ORGANIC SOILS P I Peat and other higt y organic sols. <br /> General Vicinity of Soil Contact Blank casing <br /> �r (Contact Between Sample Intervals) <br /> Soil Contact Noted During Drilling Screened casing <br /> ® Standard penetration split spoon sample © Cement grout <br /> eModified California(Porter)sample � Bentonite <br /> • 1 Shelby tube sample <br /> Sand pack or gravel pack <br /> Water level observed in boring <br /> Z Stabilized water level <br /> Percent Solt Content <br /> Trace 0-10% <br /> NFWE No free water encountered <br /> Little 10-20% <br /> Some 20-30% <br /> NOSC No odor,scent,or fluid cut <br /> Sandy <br /> OVA Organic Vapor Analyzer Silty 30-50% <br /> Clayey <br /> PID Total organic vapors(parts per million by volume)measured by a <br /> photoionization device <br /> NOTES: Blow counts represent the number of blows of a 140-pound hammer lalling 30 inches required io drive a sampler through the last 12 inches of an <br /> 18-inch penetration, <br /> The lines separating strata on the logs represent approximate boundaries only. The actual transition may be gradual. No warranty is provided as <br /> to the continuity ol soil strata between borings. Logs represent the soil section observed at the boring location on the date of drilling only. <br /> References to piasticiry of cohesive soils are based on qualilalive field observations and not on quantitative field or laboratory tests. Qualitative <br /> soil plasticily is noted solely to aid in straligraphic correlation and is not intended for geotechnical charaCterizt+tion of voile. <br /> BORING LOG LEGEND PLATE <br /> KLEINFELDER NOR-CAL BEVERAGE COMPANY g- 1 <br /> PROJECT No_ 24-220166-A00 STOCKTON, CALIFORNIA <br /> SA14.2201e6,AOO-1 <br />