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t; <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> BULK/BAG SAMPLE SIEVETHAN THE NO.4 <br /> ASTM est Method C 136) <br /> r <br /> PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO.200 SIEVE <br /> (2-712 inch outside diameter) (ASTM Test Method C 117) <br /> LIQUID LIMIT <br /> CALIFORNIA SAMPLER LL (ASTM Test Method D 4318) <br /> (3 inch outside diameter) <br />� F <br /> STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> CONSOLIDATED UNDRAINED <br /> a CONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110-1-1906) <br /> SHELBY TUBE EI EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> ROCK CORE <br /> COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> WATER LEVEL (ASTM Test Method D 2166) <br /> 4 — (level after completion) <br /> SEEPAGE MC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> i <br />�i <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 /> Q.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 /> o <br /> m <br /> LOG KEY PLATE <br /> o kn K L E 1 N F E L D E R PROPOSED SIKH TEMPLE <br /> LU 4628 E. WOODWARD AVENUE <br /> Yi MANTECA, CALIFORNIA 95337 <br /> J Drafted By: G. GOMEZ Project No.: 71324.G01 <br /> Date: 6/6/2006 File Number: ST06G081 <br /> CopyrgM Kleinfelder,Imo_2006 <br />