Laserfiche WebLink
SOIL BORING LOG Boring No B-33 Sheet 3 of 7 <br /> Client Arco#6100 Date 914101 <br /> Ad�ess 25775 Patterson Pass Road Drilling Company Western Strata Exploration ng type Mobile Drill B-61 <br /> Tracy,CA Driller Gordon Jensen <br /> Project No D060-340-Oi Method Mud Rotary hole diam 5 5" <br /> Logged BX Scott Bitten er <br /> sample Blow Sample well Depth Descriptions of Materials PID <br /> COnstruc LITHO <br /> Type No Count Time Recov l Scala COLUMN and Conditions PPM <br /> 4 1 <br /> 4 2 <br /> -___ - a 3 ML SILT low percentage of clay, 1-3%fine grained sand trace caliche-dry----------------- <br /> -------- <br /> 4 4 <br /> 4 5 <br /> 4 6 <br /> _ SANDY SILT 46'-47 2' Ilght brown 20-40%fine grained sand dry <br /> a 7 <br /> _ SILTY SAND 47 2'-48' brown, 10-25%fines,moist 93 <br /> S—.1-1333-48— 11 35 a s <br /> _ SANDY 51LT 48'-48 8',light brawn, 15%fine grained sand moist <br /> _ ML SILT 48 8-56',light brown 2-4%fine grained sand moist <br /> 5 0 <br /> 5 1 <br /> 5 2 <br /> 5 3 <br /> sa <br /> ---5-----1333.55---------------11 50 -- - 5 5 ---------------------------------- --92- <br /> 5 s <br /> _ ---------- <br /> MLSILT 10%fine grained sand moist medium stiff <br /> 5 7 <br /> g g 119 <br /> 5 9 <br /> S FB33-60 11571 s o 170 <br /> Comments <br />