Laserfiche WebLink
Hygienetics <br /> Environmenta Test Boring Log No: B-2. <br /> Location of boring: Project Name: Kaitz Prop. Svs. Total Depth: 10 ft Page: 1 of 1 <br /> i — ` — Project Number: 4234.001 Diameter: 2-inches <br /> N ProjectManager: W.E. Motzer Logged By: W.E. Motzer <br /> Drilling Contractor: Precision Inspector. SJCPHS <br /> 3o Driller Name: C. Fricke <br /> Drill Ri T _ Date: 6/19/96 Time: <br /> D tart ime: 1255 ate: June , <br /> S108 <br /> o�*—B-2 Complete Time: 1340 Date: June 1 , 1 <br /> Boring ept : 10 feet bsg Drawn By: W.E. Motzer <br /> Casing Depth: Disk Name: <br /> Water Depth: not encountered <br /> Backfilled Time: 1345 Date: 6 19 9b : Precision <br /> Sam le Information Soil Identification <br /> r� r` O Remarks include color, gradation, type of soll/rock, <br /> mQ m� mac' Q Q Q� O Q"Q �'8 o� c�V (visual%order : gravel, sand, silt, clay) <br /> C� " J condition, particle size, moisture, odor, hardness, etc. <br /> OL/,,L Very dark brown to black organic <br /> 1 <br /> 2 0L/1'L clay. <br /> 3 <br /> 0L/CL Light to medium gray, silty clay; <br /> 4 SC/ W some what mottled with minor caliche <br /> SC <br /> 5 <br /> 6 SC <br /> 7 Tan to brown, clayey silt to silty <br /> 8 <br /> SC fine sand; some minor mottling. <br /> SC Minor caliche at 6.5 ft. <br /> 9.0- 9 <br /> 9.5 ft 960619-1330 10 SW <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. i COHESIVE CONSISTENCY GRAPHIC LEGEND <br /> I on 2'O.D. sampler <br /> 0 to 2 very soft <br /> Trace 0%t0 10% 0 t0 4 Yery IOOSe f•r�r~f�r�r�rtir� gravel <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 50+ very 8 to 15 stiff Si It <br /> dense 15 to 30 very stiff ' <br /> And 35%to 50% 30+ hard /�` clay <br />