Laserfiche WebLink
SOIL BORING LOG Boring No. B-4 Sheet 1 of 3 <br /> Client USA Station No.3502 Date 10/18/2006 <br /> Address 35 N.Cherokee Lane Driller Mitchell Drilling Environmental rig type:CME 75 <br /> Lodi,CA Drilling Foreman Ed Mitchell Jr. <br /> Project No. 2007-3502-01 Method hollow stem auger hole diam.: 8" <br /> Logged By: Scott Bittinger <br /> Sample Blow Sam le Well Depth Descriptions of Materials PID <br /> Construc LITHO <br /> Type No. Count Time Recov. t. Scale COLUMN and Conditions PPM <br /> asphalt surface <br /> - <br /> --------- ------------------------------------------ — 1 -------------------------------------------------------------------------------------------------------------- <br /> — <br /> --------------------------------------------------- —2 -------------------------------------------------------------------------------------------------------------- <br /> 3 <br /> -------- <br /> ML---------------------------------------- — ---------------------------------------------------------------------------------------------------------- <br /> _ SANDY SILT <br /> -------- a---------------------------------------- — ------------------------------------------------------------------------------------------------------------- <br /> -------- s---------------------------------------- — ------------------------------------------------------------------------------------------------------------- <br /> -------- s---------------------------------------- — ------------------------------------------------------------------------------------------------------------- <br /> — <br /> -------- 7---------------------------------------- — ------------------------------------------------------------------------------------------------------------- <br /> -------- ----------------------------------------- — ------------------------------------------------------------------------------------------------------------- <br /> -------------------------------------------------- 9— ------------------------------------------------------------------------------------------------------------- <br /> 27 1 0 ML SILT 9.5'-10',light olive brown,trace iron oxide stains,trace clay,dry, <br /> -------- ---------------------------------------- — ------------------------------------------------------------------------------------------------------------- <br /> 35 _ stiff 0 <br /> S B-4-10 42 9:25 50 1 1 SM SILTY SAND 10'-10.3',light olive brown with iron oxide stains,70% <br /> -------- ---------------------------------------- — ------------------------------------------------------------------------------------------------------------- <br /> fine grained sand,30%silty fines,dry,medium dense <br /> -------- ---------------------------------------- —1 2 ------------------------------------------------------------------------------------------------------------- <br /> 1 3 ' <br /> -------- ------------------------------ --------- ---- 1 4— ------------------------------------------------------------------------------------------------------------- <br /> 14 1 5 <br /> -------- ---------------------------------------- — ------------------------------------------------------------------manganese-and i---n oxide----------------- <br /> S--- <br /> -------- <br /> 35 _ ML CLAYEY SILT,dark yellowish brown,trace manganese and iron oxide <br /> S-- B--4-15-- -----35------9:34- --__1-0-0-- 1 6 stains,1-3%very fine grained sand,dry,stiff 0 <br /> ------ --- --- --- ----- --- — ------------------------------------------------------------------------------------------------------------- <br /> 1 7 <br /> 1 8 <br /> -------------------------------------------------- — ------------------------------------------------------------------------------------------------------------- <br /> 1 9 <br /> -------- ---------------------------------------- — ------------------------------------------------------------------------------------------------------------- <br /> SILTY SAND 19.5'-20.2',dark yellowish brown with iron oxide stains,70% <br /> 43 2 01 SM fine grained sand,30%silt,dry,medium dense 0 <br /> Comments: <br />