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.j <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> •4 THAN THE NO. 4 SIEVE <br /> BULK/BAG SAMPLE (ASTM Test Method C 136) <br /> j PERCENT FINER <br /> # MODIFIED CALIFORNIA SAMPLER .200 THAN THE NO. 200 SIEVE <br /> (2-112 inch outside diameter) {ASTM Test Method C 117) <br /> 1 <br /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> 4 <br /> STANDARD PENETRATION PI PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER {ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> EI EXPANSIONJNDEUBC STANDARD 29 .2) <br /> CONTINUOUS CORE <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> � <br /> WATER LEVELUC UNCONFINED COMPRESSION., <br /> (level where first encountered) (ASTM Test Method D 2166) <br /> WATER LEVEL <br /> — (level after completion) <br /> M SEEPAGE MC MOISTURE CONTENT <br /> I (ASTM Test Method D 2216) <br /> GENERAL NOTES <br /> 1. Lines separating strata on the fogs 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 an 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 /> b <br /> a <br /> N <br /> a <br /> a <br /> j <br /> LOG KEY PLATE <br /> k K L E I N F E L D E R PROPOSED HENRY RESIDENCE <br /> } <br /> Y 10838 E. COPPEROPOLIS ROAD A-2 <br /> o Dratted By: GDG Project No.: 20-4684-01.G01 STOCKTON, CALIFORNIA <br /> Y Date: 12/2012001 File Number: 2011G235 <br /> I <br /> CopyrigMS Kl.mf.wa Inc,2000 ; <br />