Laserfiche WebLink
SOIL BORING LOG Boring No. B-3 Sheet 2 of 3 <br /> Client USA 3502 Date 10/13/2006 <br /> Address 35 N Cherokee Ln Drilling Company Mitchell Drilling rig type: CME 75 <br /> Lodi,CA Drilling Foreman Ed Mitchell Jr. <br /> Project No. 2007-3502-01 Method HSA hole diam.: 8" <br /> Logged By: Justin Crose <br /> Sample Blow Sample well Depth Descriptions of Materials PID <br /> Construc LITHO <br /> Type No. Count Time Recov. t. Scale COLUMN and Conditions PPM <br /> 20 S M SILTY SAND,yellowish brown 10YR,70%fine sand,30%silt,moist 0 <br /> S B-3-21 27 9:23 90 " 2 , ML SILT,yellowish brown to dark yellowish brown 10YR, 10%fine sand,moist <br /> --------------------------------------------------------- — ---------------------------------------------------------------------------------------------------------------- <br /> 2 2 <br /> -------------------------------------------- --------- ---------------------------------------------------------------------------------------------------------------- <br /> 2 3 <br /> ----------------------------------------------------- ---------------------------------------------------------------------------------------------------------------- <br /> 2 <br /> ----------------------------------------------------- 4— ---------------------------------------------------------------------------------------------------------------- <br /> 17 '' 2 5 SP SAND,94-99%fine sand, 1-6%silt,moist <br /> -- <br /> --------- <br /> 0 <br /> 22 °' <br /> S B-3-26 26 9:30 90 2 6 ML SILT,light olive brown 2.5Y,moist <br /> ----------------------------------------------------- — ---------------------------------------------------------------------------------------------------------------- <br /> 2 7 <br /> 2 8 <br /> ' <br /> ----------------------------------------------------- —2 9 ---------------------------------------------------------------------------------------------------------------- <br /> 11 ,.>., 3 0 <br /> 15 CL CLAY,olive gray 5Y,moist,hard 0 <br /> S B-3-31 20 9:37 100 �4', 3 <br /> 3 2 <br /> ------- ------------------------- ------------------ - - - - <br /> 3 3 <br /> 3 4 ' <br /> 20 3 5 <br /> 26 i' SP SAND,99%fine sand, 1%fines,trace medium sand,moist <br /> S B-3-36 32 9:41 100 <br /> ,,:a 3 6 <br /> 3 7 <br /> ------------------------------------------------------- / ---------------------------------------------------------------------------------------------------------------- <br /> 3 8 <br /> 3 9 <br /> ----------------------------------------------------- — ---------------------------------------------------------------------------------------------------------------- <br /> 17 4 ol ML SANDY SILT,yellowish brown 10YR,40%very fine sand,damp <br />