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kin LOG SYMBOLS <br /> VVIIJ PERCENT FINER <br /> I NA BULK!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 /> (2-1/2 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 /> STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> LTXCU TRIAXIOLIDATED AL COMPRESSION ED <br /> CONTINUOUS CORE (EM 1110-1-1906) <br /> L . <br /> SHELBY TUBE EI EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> LWATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> L VWATER LEVEL (ASTM Test Method D 2166) <br /> (level after completion) <br /> •r� SEEPAGE MC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> r <br /> 6. 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 /> I <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. <br /> LWhere laboratory tests were performed,the designations reflect the laboratory test results. <br /> 0 <br /> L $ LOG KEY PLATE <br /> k4 K L E I N F E L D E R PROPOSED PARCEL SPLIT <br /> Lw 2684 EAST JUNCTION DRIVE <br /> x, ---.-- -- MANTECA, CALIFORNIA `t <br /> o Drafted By: GDG Project No.: 44419.G01 <br /> x Date: 6/3/2004 File Number: ST04GI14 <br /> Ca0N9�KIeMlelaeq 1.c 2DN <br />