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a <br /> L <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> BULK/BAG SAMPLE -4 THAN THE NO.4 SIEVE <br /> f (ASTM Test Method C 136) <br /> Lir 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 /> CALIFORNIA SAMPLER LL LIQUID LIMIT <br /> (3 inch outside diameter) (ASTM Test Method D 4318) <br /> L <br /> STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> CONSOLIDATED UNDRAINED <br /> CONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110-1-1906) <br /> SHELBY TUBE EI EXPANSION INDEX <br /> C (UBC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> r (level where first encountered) UC UNCONFINED COMPRESSION <br /> (ASTM Test Method D 2166) <br /> WATER LEVEL <br /> (level after completion) <br /> SEEPAGEMC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> r 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 /> r 4. In general, Unified Soil Classification System designations presented on the logs were evaluated by visual methods. <br /> I`y Where laboratory tests were performed, the designations reflect the laboratory test results. <br /> a <br /> 0 <br /> m <br /> N <br /> m <br /> LOG KEY PLATE <br /> k4K L E I N F E L D E R PROPOSED PARCEL SPLIT <br /> w 15000 W. SCHULTE ROAD <br /> Y _— _ __.— — — TRACY, CALIFORNIA 3 <br /> o Drafted By: GDG Project No.: 44973.G01 <br /> a Date: 6/23/2004 File Number: ST04G128 <br /> Cop-nln Kldnfeioer,Inc.2004 <br />