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MAJOR DIVIYVEL <br /> DESCRIPTION MAJOR DIVISIONS LTR DESCRIPTION <br /> ded gravels or gravel-sand Inorganic silts and very fine sand,rock <br /> ,little or no fines ML flour,silty or clayey fine sands,or <br /> raded gravels or gravel-sand clayey silts with slight plasticity <br /> ,little or no fines SILTSGAND Inorganic clays of low to medium <br /> CLAYS CL Plasticity,gravelly clays,sandy clays, <br /> vels,gravel-sand-silt mixtures LL<50 silty clays,lean clays <br /> COARSE GC Clayey gravels,gravel-sand-clay FINE OL Organic silts and organic sift-clays of <br /> mixtures GRAINED low plasticity <br /> GRAINED SOILS <br /> SOILS SW Well-graded sands or sand with gravel, Inorganic silts,micaceous or <br /> little or no fines MH diatomaceous fine sandy or silty soils, <br /> SILTS <br /> 5P Pocrly-graded sands or sand with AND . .elastic silts <br /> gravel,little or no fines CLAYS Inorganic clays of hogh plasticity,fat <br /> SAND LL>50 CH clays <br /> SM Silty sands,sand-silt mixtures OH Organic clays of medium to high <br /> plasticity <br /> SC Clayey sands,sand-day mixtures HIGHLY ORGANIC PT Peat and other highly organic soils <br /> SOILS <br /> Recovery Symbol Codes <br /> ' Sample collected for chemical analysis Interval of recovered soil core collected with a continuous sampler <br /> BInterval.of recovered soil core collected with a Interval of recovered soil core collected with a drive sampler <br /> Modified California Sampler � P <br /> Grab sample ® Interval of no recovery <br /> Laboratory Test Abbreviations <br /> CON=consolidation CORR=corrosivity DD=dry density <br /> DS=direct shear EI=expansion index MC moisture content <br /> Boring Symbols Code <br /> ® Grout Filter Material Well Casing Q First Water Level <br /> Bentonite <br /> a... Concrete Well Screen 1 Final Water Level <br /> Lithology Symbols <br /> IM Silty Sand{SM} � Poorly-graded Sand � Silt(ML) 12 Well-graded Sand <br /> (SP) with Silt(SW-SM) <br /> ® Clay(CL) Clayey Sand(SC) Poorly graded Gravel <br /> a 6 (GP) <br /> 0 <br /> 0 <br /> n <br /> NOTES <br /> F 1. Soil descriptions are in accordance with the USCS as set forth by ASTM D2488-90"Standard Practice for Description and identification Soil <br /> I (Visual-Manual Procedure)." <br /> m 2. Soil color described according to Munsell Soil Color Chart,1990 Edition,revised.Rock calor described according to Munsell Rock-Calor Chart <br /> 3. Dashed lines separating soil strata on the boring logs represent inferred boundaries between sampled intervals that may be abrupt or gradual <br /> transitions.Solid lines represent approximate boundaries observed within sampled intervals. <br /> 0 4. OVM=organic vapor meter reading in parts per million(ppm);the maximum concentration range of the OVM is 10,000 ppm;O.R.is>10,000 ppm. <br /> 5. Soil descriptions in these borings are generalized representations and based upon visual classification of cuttings and/or samples during <br /> a drilling. Descriptions and related information in these borings depict subsurface conditions at the specific location and at the time of <br /> 6 drilling only. Soil conditions at other locations may differ from conditions observed at the boring locations. Also,soil and groundwater <br /> M conditions may change with time at these locations. <br /> a <br /> m <br /> 0 <br /> Project No. <br /> EXPLANATION OF BORING LOGS <br /> 006508.000.0 <br /> _U <br /> x <br /> IGE©MATRiX Former Dole Fresh Fruit-Victor Fruit Operations Figure <br /> �' Victor, California A-1 <br />