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Hygienetics ,� <br /> Environments Test Boring Log No: 8-1. <br /> Location of boring: Project Name: Kaitz Prop. Svs. Total Depth:10 ft Page: 1 of 1 <br /> Project Number. 4234.001 Diameter: 2-inches <br /> N Project Manager: W.E. Motzer <br /> Drilling Contractor: Precision Logged By: W.E. Motzer <br /> "0' Complete <br /> DriilerName: C. FrickeInspector. SJCPHS <br /> Drill Rl T _ Date: 6/19/96 Time: <br /> artime: ate: une ,Time: 1210 Date: June 1 , 1 <br /> 49 <br /> •a--- B-1 Boring ept • 10 feet bsg Drawn By: W.E. Motzer <br /> Casing Depth: Disk Name: <br /> Water Depth: not encountered <br /> Backfilled Time: 1250 Date: 6/19/96y: Precision <br /> Sam le Information Soil Identification <br /> Remarks include color,gradation,type of soiVrock, <br /> '(/F <br /> v (visual%order: gravel,sand,sift,clay) <br /> O�c Q Q- Q O O C� J condition,particle size, moisture,odor, hardness,etc. <br /> 1 OL Moist dark brown organic, silty cls <br /> 2 <br /> OL (with grass rootlets, stems) , minor <br /> 3 OL/ caliche (probably fertilizer salts) . <br /> 4 e fill <br /> 5 =— CL <br /> 6 =— - CL <br /> 6.5- 960619-1145 C <br /> 7.0 7 <br /> 8 SC Moist, tan, fine to medium sand <br /> 9 qC <br /> some minor clay <br /> 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 /> r'r'1•r•l•r•r•r• <br /> Trace 0%to 10% 0 to 4 Very loose 0 t0 2 Very$eft fh fti fbrti 1 ftifti g rave l <br /> 4 to 10 loose 2 to 4 soft <br /> Little 10%to 20% 4 to 8 mod.soft sand <br /> 10 to 30 med.dense _ <br /> Some 20%to 35% 30 to 50 dense 8 to 15 stiff si It <br /> 50+ very dense 15 to 30 very stiff <br /> And 35%to 50% 30+ hard clay <br />