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LOG SYMBOLS <br /> ' ® PERCENT FINER <br /> BULK/BAG SAMPLE (STMTTesNO. <br /> MethodIC 136) <br /> ' PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO. 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 /> 1 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 /> 7 WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> 1 WATER LEVEL (ASTM Test Method D 2166) <br /> (level after completion) <br /> SEEPAGEMC 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 betweenindividual sample locations. <br /> ' 3.Logs represent general soil conditions observed at the point of exploration on the date indicated. <br /> 4.In general,Untried 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 /> LOG KEY PLATE <br /> N MONITORING WELL P-M6 <br /> M K L E I N FELDER <br /> M6 PUMP STATION -2 <br /> MOSSDALE LANDING C C <br /> o Drafted By: G.GOMEZ Project No.: 65078.T01 LATHROP, CALIFORNIA <br /> Date: 617/2006 File Number: ST06G075 <br /> Coyrpm pahhW«,Ix Zoos <br />