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LOG SYMBOLS <br /> PERCENT FINER <br /> HANBULK/BAG SAMPLE 4 (ASTMT eHE st Meth dIEVE 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 /> r <br /> i <br /> LIQUID LIMIT <br /> CALIFORNIA SAMPLER LL (ASTM Test Method D 4318) <br /> (3 inch outside diameter) <br /> STANDARD PENETRATION PLAPI (ASTMTest INDEX <br /> D 4318} <br /> SPLIT SPOON SAMPLER <br /> (2 inch outside diameter) <br /> I <br /> 1 <br /> CONSOLIDATED UNDRAINED <br /> TXCU TRIAXIAL COMPRESSION <br /> CONTINUOUS CORE (EM 1110-1-1906) <br /> SHELBY TUBE EI EXPANSION INDEX r <br /> (UBC STANDARD 18-2) <br /> V <br /> COL COLLAPSE POTENTIAL <br /> ROCK CORE <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> D 216 ) <br /> � (ASTM Test Method D 2166) <br /> WATER LEVEL <br /> (level after completion) <br /> SEEPAGE MC MOISTURE CONTENT <br /> (ASTM Test Method D 2216) <br /> 1 <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 logs were evaluated by visual methods. <br /> Where laboratory tests were performed, the designations reflect the laboratory test results. <br /> P <br /> O <br /> 7 <br /> a <br /> C7 <br /> N <br /> M LOG KEY PLATE <br /> k4KLEI N FELDER PROPOSED COFFEE SHOP <br /> 18945 AND 18561 E. STATE ROUTE 88 <br /> �I CLEMENTS, CALIFORNIA A'2 <br /> o Drafted By: GDG Pro}ect No.: 35025.G01 <br /> J <br /> a Date: 10/1/2003 File Number: ST03G222 <br /> Y <br /> Capydght KI.W.H.r,Ina 2W3 <br />