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II <br /> I k <br /> I <br /> LOG SYMBOLS <br /> PERCENT FINER <br /> BULK/BAG SAMPLE -4 THAN THE NO.4 SIEVE <br /> (ASTM Test Method C 136) <br /> PERCENT FINER l <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 <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 /> CONSOLIDATED UNDRAINED � <br /> TXCU TRIAXIAL COMPRESSION i <br /> CONTINUOUS CORE (EM 1110-1-1906) <br /> EXPANINDEX <br /> SHELBY TUBE Et (UBC STIAONDARD-18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> (ASTM Test Method D 2166) <br /> WATER LEVEL <br /> (level after completion) <br /> SEEPAGE MONTENT <br /> C ASTM Test ISTURE Me hod D 2218) <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 /> 4. In general, Unified Soil Classification System designations presented on the fogs were evaluated by visual methods. <br /> t Where laboratory tests were performed;the designations reflect the laboratory test results. <br /> a <br /> 7 LOG KEY PLATE <br /> o f,I N L D R PROPOSED COFFEE SHOP <br /> Y 18945 AND 18561 E. STATE ROUTE 88 <br /> Y CLEMENTS, CALIFORNIA A"2 <br /> o Drafted By: GDG Project No.: 35025.G01 <br /> Date: 1011/2003 File Number: ST03G222 <br /> { - Copy�ighl Kleinlelde,Inc.2003 <br />