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.. <br /> LOG SYMBOLS <br /> PERCENT FINER <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 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 CORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> (ASTM Test Method D 2166) <br /> WATER LEVEL <br /> (level after completion) <br /> SEEPAGEMC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> IL <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 /> 1 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 /> tow o <br /> 0 <br /> a' <br /> LOG KEY PLATE <br /> o <br /> k� K L E I N F E L D E R PROPOSED PARCEL SPILT <br /> 24720 NORTH SOWLES ROAD <br /> ACAMPO, CALIFORNIA <br /> °o Drafted By: GDG Project No.: 42270.G01 <br /> a Date: 10/812004 File Number: ST04G225 <br /> Copyrghl Klemlelder.Inc.2004 / <br />