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SOIL BORING LOG Boring No. B-3 Sheet 1 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 /> Backfill: grout: 0 ft. to 51 ft. Depth to GW: Groundwater not encountered <br /> Sample Blow Sam le Well Depth Descriptions of Materials PID <br /> Constru LITHO <br /> Type No. — Count Time Recov. ct. Scale COLUMN and Conditions PPM <br /> _ Asphalt <br /> 1 Pea Gravel <br /> -------------------- -------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> — 2 <br /> -------------------- ----------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> 3 <br /> ------------------------------------------------ — --------------------------------------------------------------------------------------------------------------- <br /> -------------------- 4-------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> 5 <br /> -------------------------------------------------- -------------------------------------------------------------------------------------------------------------- <br /> 7 <br /> 7 70 6 SP-SM SAND WITH SILT,dark yellowish brown 10YR 4/4,90%fine sand, 10%silt, 0 <br /> ------------------- ------------------- - — - - - - - - ------------ ---------- <br /> 7 trace gravel,moist <br /> — <br /> ------------------- 7-------------------------- — ---------------------------------------------------------------------------------------------------- ---------- <br /> — <br /> ------------------- 6-------- ----------------- — ----------------------------------------------------------------------------------------------------- --------- <br /> -------------------------------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> 8 1 0 SM SILTY SAND,dark yellowish brown 10YR,80%°fine sand,20%silt,moist <br /> 10 SAND WITH SILT,dark yellowish brown 10YR 4/4,90%fine sand, 10%silt, 0 <br /> S -B_3.11 14 9:10 100 1 1 SP-SM trace gravel_moist <br /> ---------------- --------------------------------------------------------------------------------- <br /> _ ML SANDY SILT,light olive brown 2.5Y,Fe02 stains,25%very fine sand,moist <br /> 1 2 <br /> ------------------------------------------------ — --------------------------------------------------------------------------------------------------------------- <br /> 1 3 <br /> -------------------- -------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> 1 4 <br /> --------------------- -------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> 13 1 5 <br /> ------------------- ------------------------ ---------------------------------------------------------------------------------------------------- ---------- <br /> 20 j ML SANDY,SILT,light olive brown 2.5Y, Fe02 stains,30-40%fine sand,moist to 0 <br /> S B-3 16 24 9:18 90 " 1 6 damp,hard <br /> -------------------- -------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> 1 7 <br /> ------------------- -------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> 1 8 <br /> 1 9 <br /> -------------------- -------------------------- — -----------------,---------------------------------------------------------------------------------------------- <br /> 14 2 0 SM SILTY SANDyellowish brown 10YR,70%fine sand,30%silt,moist <br /> Comments: <br /> ENVIRONMENTAL, INC. <br /> SAM9910 <br /> usa3502 B-3 STRATUS <br />