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I <br /> r <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> BULK I BAG SAMPLE -4 THAN THE NO. 4 SIEVE <br /> (ASTM Test Method C 136) <br /> PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO.200 SIEVE <br /> (2-112 inch outside diameter) (ASTM Test Method C 117) <br /> CALIFORNIA SAMPLER LL LIQUID LIMIT a <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> STANDARD PENETRATIONPLASTICITY INDEX <br /> PI <br /> SPLIT SPOON SAMPLER (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> CONTINUOUS CORE EI EXPANSION.INDEX <br /> (UBC STANDARD 29-2) <br /> ROCK CORE <br /> COL COLLAPSE POTENTIAL 1 <br /> NZ WATER LEVEL UC UNCONFINED COMPRESSION <br /> — (level where first encountered) (ASTM Test Method D 2166) <br /> WATER LEVEL <br /> (level after completion) <br /> SEEPAGE MC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> GENERAL NOTES <br /> F2NO <br /> arating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. <br /> nty 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 only. <br /> Therefore,actual designations(based on laboratory tests)may vary. <br /> s <br /> a <br /> N <br /> 4 <br /> c� <br /> M <br /> N <br /> LOG KEY PLATE <br /> k� KLEI NEELDER <br /> PROPOSED HENRY RESIDENCE ; <br /> Y 10838 E. COP PEROPOLlS ROAD A_n <br /> o Drafted By: GDG Project No.: 20-4684-Ot.G01 STOCKTON, CALIFORNIA GG <br /> date: 12/20/2001 File Number: 20116235 <br /> Copyright Kleinlelder,Inc,2000 <br />