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y <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> BULK/BAG SAMPLE -4 THAN THE NO.4 SIEVE <br /> (ASTM Test Method C 136) <br /> PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO.200 SIEVE <br /> (2-112 inch outside diameter) (ASTM Test Method C 117) <br /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (ASTM Test Method D 4318) <br /> (3 inch outside diameter) <br /> STANDARD PENETRATION PLASTICITY IND> X <br /> PI <br /> SPLIT SPOON SAMPLER (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> XPANSN IN <br /> CONTINUOUS CORE EI (UBC STANDARD <br /> T�DAR]E29-2) <br /> COL COLLAPSE POTENTIAL ' <br /> ROCK CORE <br /> I <br /> I <br /> e WATER LEVEL UC UNCONFINED COMPRESSION <br /> (level where first encountered) (ASTM Test Method D 2166) E <br /> V WATER LEVEL <br /> (level after completion) <br /> MOISTURE CONTENT <br /> SEEPAGE MC (ASTM Test Method D 2216) <br /> f <br /> GENERAL NOTES <br /> 1. Lines separating strata on the logs represent approximate boundaries only. Actual transitions maybe gradual <br /> 2.No warranty is provided as to the continuity of soil conditions between individual sample locations. <br /> 3.Logs represent general soil conditions observed at the point of exploration on the date indicated. <br /> 4. In general, Unified Soil Classification System designations presented on the logs were evaluated by visual methods only. <br /> Therefore,actual designations(based on laboratory tests)may vary. <br /> 0 <br /> C <br /> N_ <br /> a <br /> �? LOG KEY PLATE f <br /> kTJ KLEINFELDER <br /> PROPOSED BOYETT RESIDENCE <br /> Y, 28850 N. STATE ROUTE 88 A-2 <br /> /► _n <br /> 8 Drafted By: GDG Project No.: 20-4683-01.G01 LOCKFORD, CALIFORNIA11 <br /> 2 <br /> Date: 12/712001 Fite Number: 2011G231 t <br /> a„ngni rcw,m.,ae,.i,.c z000 <br />