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I <br /> L LOG SYMBOLS <br /> V ® PERCENT FINER <br /> BULK/BAG SAMPLE -4 THAN THE NO.4 SIEVE <br /> (ASTM Test Method C 136) <br /> ' PERCENT FINER <br /> 6. MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO.hoSIEVE <br /> (2-1/2 inch outside diameter) (ASTM Test Method <br /> C 117) <br /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> V STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> r CONSOLIDATED UNDRAINED <br /> CONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110-1-1906) <br /> LSHELBY TUBE EI (UBC STANDARD 18-2) <br /> i <br /> L <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> (ASTM Test Method D 2166) <br /> L _ WATER LEVEL <br /> (level after completion) <br /> SEEPAGEMC 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 /> r 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 refiect the laboratory test results. <br /> a <br /> 'a <br /> /� LOG KEY PLATE <br /> KLEMfF-ELOEf7 19992 EAST LONE TREE ROAD <br /> w a 9 =wee^« APN 205-100-16 AND 205-100-17 <br /> x, ESCALON, CALIFORNIA A-2 <br /> o Drafted By: G. GOMEZ Project No.: 95671.G01 <br /> Date: 8/12/2008 File Number: ST08GO85 <br /> C p,,M wdxeaef,2M <br /> r. <br />