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L <br /> f <br /> hw LOG SYMBOLS <br /> PERCENT FINER <br /> BULK/BAG SAMPLE -4 THAN THEN 4 SIEVE <br /> (ASTM Test Method C 136) <br /> L ' <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 /> i' <br /> ~ CALIFORNIA SAMPLERLIQUID LIMIT <br /> (3 inch outside diameter) LL (ASTM Test Method D 4318) <br /> ipp <br /> 4 STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> CONSOLTXCU TRIAXIALDATED COMPRESSION NED <br /> CONTINUOUS CORE (EM 1110-1-1906) <br /> SHELBY TUBE EI EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> i <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> lis WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> WATER LEVEL (ASTM Test Method D 2166) <br /> i <br /> (level after completion) <br /> SEEPAGE MC MOISTURE CONTENT <br /> (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 /> L <br /> 3. Logs represent general soil conditions observed at the point of exploration on the date indicated- <br /> 4.4.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 /> e <br /> 0 LOG KEY PLATE <br /> K L E I N F E L D E R GOODLAND LANDSCAPE CONSTRUCTION, INC. <br /> w 21080 MOUNTAIN HOUSE PARKWAY <br /> x SAN JOAQUIN COUNTY, CALIFORNIA <br /> o Drafted By: G.GOMEZ Project No.: 86892.G01 <br /> Date: 10/4/2007 File Number: ST07G147 <br /> com+em rcieY,ie ..mor <br />