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j n Z, f <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> BULK I 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 /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> I <br /> I EI EXPANSION.INDEX <br /> CONTINUOUS CORE (UBC STANDARD 29-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL UC UNCONFINED COMPRESSION <br /> — (level where first encountered) <br /> (ASTM Test Method D 2166) <br /> WATER LEVEL <br /> (level after completion) <br /> SEEPAGE MC ACONTENT <br /> STM Test Method D 2216) <br /> GENERAL NOTES <br /> ]. Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be 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 /> a <br /> a <br /> N <br /> CSV <br /> a <br /> c� <br /> N <br /> LOG KEY PLATE <br /> 2 kP4 KLE I N FE LD E R PROPOSED HENRY RESIDENCE <br /> Y, 10838 E. COPPEROPOLIS ROAD A'G <br /> Drafted By: GDG Project No.: 20-4684-01.G01 STOCKTON, CALIFORNIA <br /> Y Date: 12/2012001 File Number: 2011G235 <br /> Copyright Kleinfelder,Inc,2000 <br />