Laserfiche WebLink
SOIL BORING LOG Boring No B-34 Sheet 5 of 7 <br /> Client Arco#6100 Oate 8/31101 <br /> Address 25775 Patterson Pass Road Drilling Company Westem Strata Exploration ri-q type Mobile Drill B-61 <br /> Tracy,CA Driller Gordon Jensen <br /> PNo D000-340-01 Method Mud Rotary hole dram 5 5" <br /> Logged By Scott Blttin er <br /> Sample Blow Sample Well Depth Descrnpdons of Materials PID <br /> Construc LITHO <br /> Type No Count Time Recov t Scale COLUMN and Conditions PPM <br /> 8 1 ------------------------------------`---------- <br /> SM SILTY SAND 30-50%fines moist medium dense <br /> e 2 <br /> 8 3 <br /> 8 4 <br /> S B34-85 1240 8 596 <br /> ------------------------------------------------------ — ------------------------------------------------------------------------------------------------- ------- <br /> as <br /> 50% e 7 Incomplete-recovery 85.90 <br /> ---------------------------------------- -- - --- - - - " - ---------------------------------------------------- -- <br /> 8 8 <br /> SB34-89 12 50 a s SM SILTY SAND 20%fines moist <br /> - -- --`------------'---- --- `----- <br /> --------------------------------------- "------ — -------- -- - -- -- ----------- -- ----- <br /> 9 0 221 <br /> 9 1 -------------------------------------------------------------- -------- <br /> 50% s 2 Incomplete recovery 90.95 <br /> s 3 CALIGHE,strong cementation <br /> _ SANDY SILT 15-30%fine grained sand,moist hard <br /> S B34-94 1306 a a <br /> _ 51LTY SAND,Ilght brown,30-40%fines,moist <br /> 9 5 <br /> s s ML SILT,-<5%fin-egrained sand moist,very stiff --- <br /> 9 7 <br /> s B 273 <br /> 9 9 -------------------------------------------------------------------- -------- <br /> S B34-100 1315. 100 SILTY SAND 50%fines 50%fine grained sand,moist <br /> Comments <br />