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.� ..i <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> SULK/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 /> (2-1/2 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 4318) <br /> (2 inch outside diameter) <br /> CONSOLIDATED UNDRAINED <br /> CONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110-1-1906) <br /> SHELBY TUBE EI EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> ROCK GORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> i WATER LEVEL (ASTM Test Method D 2166) <br /> (level after completion) <br /> SEEPAGE MOISTURE CONTENT <br /> MC (ASTM Test Method D 2216) <br /> GENERAL NOTES <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 logs were evaluated by visual methods. <br /> Where laboratory tests were performed, the designations reflect the laboratory test results. <br /> a <br /> as <br /> m LOG KEY PLATE <br /> K L E I N F E L D E R PROPOSED SUBDIVISION <br /> w 18882 GAWNE ROAD /� <br /> x STOCKTON, CALIFORNIA A-2 <br /> Drafted By: GDG Project No.: 32585.G01 <br /> x Date: 8/11/2003 File Number: ST03GI87 <br /> Copyryp,l KMmleYlel,IM.2W3 <br />