Laserfiche WebLink
Hy uenetics ,WWI <br /> Environmenta Test Boring Log No:B-3 <br /> Location of goring: Project Name: Kaitz Prop. Sys. Total Depth: 10 ft Page: 1 of 1 <br /> i — '-' Project Number: 4234.001 Diameter: 2-inches <br /> N '—B-3 Project Manager. W.E. Motzer <br /> Logged By: W.E. Motzer <br /> Drilling Contractor: Precision <br /> o Driller Name: C. Fricke Inspector. SJCPHS <br /> Drill Ri T _ Date: 6/19/96 Time: <br /> S <br /> StartTime: 0950 Date: une <br /> .o Com lets Time: 1100 Date: J1 '1448 <br /> ornng ept ' 10 feet bsg Drawn By: W.E. Motzer <br /> Casing Depth: Disk Name: <br /> Water Depth: not encountered <br /> Backfilled Time: 1110 Date: 6 19 9f : Precision <br /> Sam le Information Soil Identification <br /> S <br /> X <br /> ccs 4b Remarks include color,gradation,type of soll/rock, <br /> mQ m� ��'' QO ¢ ° m � gV (visual%order: gravel, sand, sift,clay) <br /> Q' �� O condition, particle size, moisture, odor, hardness, etc. <br /> 1 OL Moist, black, clay-rich organic top <br /> 2 OL soil <br /> 3 Z OL <br /> 4 ML <br /> 5 <br /> CL Dr light brown, silt claywith mica <br /> _ <br /> 6 - —J� CL <br /> CL flakes. <br /> 7 Dry, dark brown silty clay. <br /> 8 SC Dry, clayey fine sand <br /> 9 SC <br /> 9.0- 96069-1045 10 SC <br /> 9.5 Et <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. 1 COHESIVE CONSISTENCY GRAPHIC LEGEND <br /> r•r•r•r•r•f•r•r• <br /> Trace 0%to 10% 0 to 4 very loose 0 to 2 very s0 fti fti fti fti fti fti fti fti 4 to 10 loose gravel <br /> 2 to 4 soft <br /> Little 10%to 20% 4 to 8 med. soft sand <br /> 10 to 30 med.dense <br /> Some 20%to 35% 30 to 50 dense 8 tt 15 stiff Silt <br /> 50+ very dense 15 to 30 very stiff X <br /> And 35%to 50% 30+ hard X/ clay <br />