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6 <br /> t <br /> LOG SYMBOLS <br /> ` PERCENT® NER <br /> -4 THAN THE NO. 4 SIEVE <br /> BULK/ SAMPLE (ASTM Test Method C 136) <br /> I <br /> L ' PERCENT FINER ' <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO. SIEVE <br /> (2-1/2 inch outside diameter) (ASTM Test Method <br /> C 117) <br /> V <br /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> 6. STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> I <br /> CONSOLIDATED UNDRAINED <br /> CONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110-1-1906) <br /> km <br /> SHELBY TUBE EI EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> WATER LEVEL (ASTM Test Method D 2166) <br /> — (level after completion) <br /> SEEPAGE MC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> r <br /> GENERAL NOTES <br /> 1. Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. <br /> V <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 /> L Where laboratory tests were performed,the designations reflect the laboratory test results. <br /> C <br /> a' <br /> v <br /> LOG KEY PLATE <br /> k4K L E I N FELDER SPERRY PROPERTY <br /> Lw MACALLEN ROAD /� <br /> x STOCKTON, CALIFORNIA A-2 <br /> Drafted By: GDG Project No.: 36012.G01 <br /> r Date: 11/20/2003 File Number: ST03G274 <br />