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SOIL BORING LOG Boring No. B-1 Sheet 1 of 3 <br /> Client USA 3502 Date 10/12/2006 <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 /> 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 /> Concrete <br /> — 1 <br /> ------- ---------------------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> — <br /> ------------------------------------------------ — 2 <br /> 3 --------------------------------------------------------------------------------------------------------------- <br /> -------------------- -------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> 4 <br /> -------------------- -------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> 5 <br /> -------------------- -------------------------- --------------------------------------------------------------------------------------------------------------- <br /> 3 <br /> 3 6 SM SILTY SAND,dark grayish brown 10YR,80%fine sand,20%silt,trace 0 <br /> - ---- ------- ----- - - - - - <br /> 4 100 gravel,damp <br /> 7 <br /> -------------------------------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> -------------------------------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> — 9 <br /> -------------------------------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> 4 0 <br /> ----- ------------ --- -- -------- -------- ;' 1 ---------------------------------------------------------------------------------------------------- ---------- <br /> 4 SM SILTY SAND,dark yellowish brown 10YR,85%fine sand, 15%silt,damp 0 <br /> S B-1-11 7 14:09 100 1 1 <br /> 1 2 <br /> 1 3 <br /> 1 4 <br /> ------------------------------------------------ — --------------------------------------------------------------------------------------------------------------- <br /> 35 1 5 <br /> S B-1-15.5 39 14:16 55 _ ML SILT,yellowish brown 10YR, Fe02 stains,dry 0 <br /> 42 1 6 <br /> -------------------- -------------------------- — --------------------------------------------------------------------------------------------------------------- <br /> 1 7 <br /> 1 8 <br /> 1 9 <br /> ------------------------------------------------ — --------------------------------------------------------------------------------------------------------------- <br /> SILTY SAND,light olive brown 2.5Y, Fe02 stains,70-80%fine sand, <br /> 14 { 2 0 SM 20-30%silt,moist <br /> Comments: <br /> ENVIRONMENTAL, INC. <br /> usa3502 a-1 STRATUS <br />