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I� <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> NA <br /> BULK/BAG SAMPLE -4 THAN THE NO. 4 SIEVE <br /> (ASTM Test Method C 136) <br /> i <br /> PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO. 200 SIEVE <br /> (2.1/2 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 4316) <br /> (2 inch outside diameter) <br /> El EXPANSION INDEX <br /> CONTINUOUS GORE (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 atter completion) <br /> SEEPAGE MC MOISTURE CONTENT l i <br /> (ASTM Test Method D 2216) <br /> ' 4 <br /> II <br /> GENERAL NOTES <br /> I: 1 <br /> 1. 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 fogs were evaluated by visual methods only. <br /> Therefore,actual designations(based on laboratory tests)may vary. <br /> o <br /> a <br /> a ' <br /> LOG KEY PLATE <br /> N k K L E I N F E L D E R PROPOSED HENRY RESIDENCE <br /> Y 10838 E. COPPEROPOLIS ROAD A'2 <br /> a Drafted By: GDG Project No.: 20-4884-01.G01 STOCKTON, CALIFORNIA <br /> Y Date: 12/2012001 File Number: tot 1 G235 <br /> Copyright Kilinlekln,Vnc.2000 <br />