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Wa ienetics <br /> Environments Test Boring Log No: B-4 <br /> Location of boring: Project Name: Kaitz Prop. Svs. Total Depth:10 ft Page: 1 of 1 <br /> 1 -" `• Project Number: 4234.001 Diameter: 2-inches <br /> N B-4 Project Manager: W.E. Motzer Logged By: W.E. Motzer <br /> Drilling ntractor: Precision <br /> o Driller Name: C. Fricke Inspector. SJCPHS <br /> Drill R19 T _ Date: 6/19/96 Time: <br /> Start Time: ate: June <br /> S June 1 , 1, <br /> Q <br /> Complete Time: 1415 Date: <br /> 'aPboring Dept : 10 feet bsg Drawn By: W.E. Motzer <br /> Casing Depth: Disk Name: <br /> Water Depth: not encountered <br /> Backfilled Time: 1430 Date: 6/19/96y: Precision <br /> Sam le Information Soil Identification <br /> CJ <br /> 5 a #. r, r` � Remarks include color,gradation, type of soil/rock, <br /> 2� O ¢Q0° `mQ o� c�U (visual%order: gravel,sand, sift,clay) <br /> Q'Q O O C� " J condition, particle size, moisture, odor, hardness,etc. <br /> OL/ Dark brown to black, organic silt clay <br /> 1 <br /> with minor grass roots, minor mottling <br /> 2 <br /> from CaCO3 or other leached salts; <br /> 3 <br /> 4 <br /> CL minor pebbles. <br /> 5CL <br /> 6 CL <br /> 7 CL Tan, sandy clay to clayey sand <br /> 8 <br /> SM Tan sandy clay with some caliche at <br /> g <br /> approximately 7.2 ft bsg. <br /> 9.5- <br /> 10.0 -1420 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> 17 <br /> 18 <br /> 19 <br /> 20 <br /> Notes: <br /> PROPORTIONS USED COHESIONLESS DENSITY COHESIVE CONSISTENCY GRAPHIC LEGEND <br /> Isarrigler <br /> t•f•f•r•1•t•t•f• <br /> Trace 0%to 10% 0 to 4 very loose 0 to 2 Very softti•ti•ti•ti•ti•ti•ti•ti gravel <br /> l•1•r•f•f•f�f•t� <br /> 4 to 10 loose 2 to 4 soft <br /> Little 10%to 20% 10 to 30 med.dense 4 to 8 med. soft sand <br /> Some 20%to 35% 30 to 50 dense 8 to 15 stiff silt <br /> 50+ very dense 15 to 30 very stiff <br /> And 35%to 50% 30+ hard clay <br />